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LQ0 RECEIVED DEC 2 7 2018 CITY OF TIGARD 4 BUILDING DIVISION 1 I 64' I-T--.-4.1-. 52' I 2'1-2 'I 1 1 . , 1 -Am t 2r A —•,.... .m... .............. ..............., ..,,,r1111111111111111411.11•11•11101111M1, l ' - t•2 NW. ' miii maimn ,s9WI IWO , 1 4 . . , • , 111•1111.1n. IiiMILI , , „ , I , Nu 02 , . . 4.1111111 11, Pr i, HUS26 = _ , __ ___I '_ , L _ OF: i' ' N Ili IL , Fair, : -11 I ' --- As. 1111a1•11111111111111 IMF ' 11 . Ihi IN r.? MI _ _ ____ _•_ . il Aill1116\. 121111111111111111 IMII-- : ON _ . !,_711111Mma•••••.. =.•...... , eagbr ,MUS261 11110111111111131.11111111"4111.1 -1 a — 02 e NW, ' 83 '. 111111.01101617 imutur 1 -in or, !41 85---- liiitir ' _____ 11 '6- i 49 86 14 - -C-; 01 CC! iwi i -1--- ---- 5'10" 22'2' --- 0. ' X-12' C' IIIIII__ I,,_ > ? 71 58 4 CJ2 1 H. -__._.! e 49 CJ3_ ; _ L. I— CJ4 ' 1 or Ei ' 1 ri0C.1-j21 __ , _ _ II 1 All _ I = A I ' , p,3 J3 Pi ' - — : CJ4 00 ' 7.1.C4 INIINNIIIIIk. AIL lit t9 CJ3 it ,111Mi MUS26 X7 Athill r w =741111111111111111111111111111IMINIVAINIII, ,,,...„--, ------ --, . II 7, C3 Zall..111.0.111111111111111RWAINIMMIIII //, "7 V si- ,i, . 4inntimen Js. ,_ __ ... CJ1 Wmg _ , ijr7 i i lialgaiR11111111111111111 S Naq i - ....... Air C.13 X1 -I rammonnunumulaw ! _ so) - „ I ------- , .4 'A4 SI . L 1 H t il 11 dre' CJ3 , ....,,_ . . i H9.> ' r_ii pgi 1 , 1 il nom Riummit _ __• ,A11••• .;.1=MII:MEMINIB MNIN IIMINSVNIMMINNIMIIIIMIIMISOMEMIIIIIIMMIll % MINM!MM1,1•1•11.1•1•11MMIMIIIMMEIMMMMI!.01111•••••=1 •MIMMINIIIIMI IMMk C'i• i il l liii ! i 0. 0 0 1 tzi .,,,. sf9 % 1,2' 1 62' Customer:FOUR D CONSTRUCTION CO. 0 ,...,> i.) co Desc.:GREENSWARD PARK LOT 2 M CO ADDRESS: z 2 Z Designed by: IKE ISAKSON Mak% 0 0 P 76274.. S* *as I RE)PROp ._ Op �fi�GIN z$. 'O4 83294PE � Alpine,an ITW Company 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 "`cr 14,2nd AN my conaanr,P sacseals@itwbcg.com *eel!Tar12/07/2018 Renewal 6/30/2020 Site information: Pagel.. Customer: Truss Components of Oregon,Inc. Job Number: 1218040 Job Description: GREENSWARD PARK LOT 2 Address: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2015 View Version: IRC 2015 JRef#: 1WG071750008 Wind Standard: ASCE 7-10 Roof Load(pdt): 25.00-7.00-0.00-10.00 Wind Speed(mph): 120 Floor Load(pst): None This package contains general notes pages,63 truss drawing(s)and 3 detail(s). Item ".' Seal# Truss Item Seal# " Truss' 1 341.18.1433.36000 A 2 341.18.1436.09980 Al 3 341.18.1436.19657 A2 4 341.18.1436.22510 A3 5 341.18.1436.25183 A4 6 341.18.1435.00133 B 7 341.18.1435.07427 B1 8 341.18.1435.19400 B2 9 341.18.1435.36143 B3 10 341.18.1435.46000 B4 11 341.18.1436.29413 B5 12 341.18.1436.38767 B6 13 341.18.1436.47727 B7 14 341.18.1437.09673 C 15 341.18.1437.18543 Cl 16 341.18.1437.20940 C2 17 341.18.1437.22303 C3 18 341.18.1437.23537 C4 19 341.18.1437.25797 C5 20 341.18.1437.31350 C6 21 341.18.1437.37527 C7 22 341.18.1432.35733 D 23 341.18.1437.41710 Dl 24 341.18.1437.46103 D2 25 341.18.1437.52767 03 26 341.18.1434.05840 E 27 341.18.1434.16723 El 28 341.18.1437.54733 FG 29 341.18.1437.56427 FG1 30 341.18.1437.58080 FG2 31 341.18.1437.59643 FG3 32 341.18.1434.33637 G Printed 12/7/2018 4:30:30 PM �4 O PROpSss Op 4... 83294PE �0 1(/ 83294PE itAlpine,an ITW Company 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone: 800)877-3678(916)387-0116 w3► Fax:(916)387-1110 ~ niCy 14,god' �� nN,rw cin Pnnv sacseals@itwbcg.com gall Tan'' 12/07/2018 Renewal 613W2020 Site infonnatiat: Path 2: Customer: Truss Components of Oregon,Inc. Job Number: 1218040 Job Description: GREENSWARD PARK LOT 2 Address: TIGARD,OR t Item Seal# Truss item Seal* Truss - 33 341.18.1434.41523 G1 34 341.18.1436.03313 G2 35 341.18.1432.52517 H 36 341.18.1427.53850 J 37 341.18.1431.20743 J1 38 341.18.1438.15450 K 39 341.18.1438.17240 K1 40 341.18.1431.34110 X 41 341.18.1433.01523 X1 42 341.18.1433.11723 X2 43 341.18.1427.46727 X3 44 341.18.1438.06690 X4 45 341.18.1433.53400 X5 46 341.18.1434.20370 X6 47 341.18.1431.28340 X7 48 341.18.1432.18140 CG1 49 341.18.1433.49900 CG3 50 341.18.1427.12230 CJ1 51 341.18.1427.15823 CJ2 52 341.18.1427.32363 CJ3 53 341.18.1432.08903 CJ4 54 341.18.1431.45663 CJ5 55 341.18.1432.03413 CJ6 56 341.18.1432.11393 CJ7 57 341.18.1428.02833 CJ8 58 341.18.1427.57927 CJ9 59 341.18.1427.41960 CG2 60 341.18.1433.56603 CJ 10 61 341.18.1438.25037 BP 62 341.18.1438.28957 BP3 63 341.18.1438.31717 BP4 Printed 12/7/2018 4:30:31 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19%and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports,the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org_ Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths,forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL=Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)=maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)=maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. LI#=user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB=additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds,from all specified gravity load cases, at the indicated location (Loc). -R=maximum upward design Reaction, in pounds,from all specified gravity load cases, at the identified location (Loc). Rh= maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location(Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic)load cases, at the identified location(Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic)load cases, at the indicated location(Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest&Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043;www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312,Alexandria,VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustry.co Page2of2 SEAN:304665 122 SPEC Ply: 2 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DnvNo: 341.18.1433.36000 Truss Label: A CY / RTT 12/07/2018 I 5 $ 2 Complete Trusses Required 5'8" I 10' I 13'r7 _I 17'4"9 I 21' 1 23'_1 284" I 35' 5'8" 4'4" 37"7 3'9"3 3'7"7 2 5'4" 6'8" sit 5X5 T4 12 =5X5 =3DX5 •+--3X5 006X8 G T ..3X7 F„/ 03X12 B 10 W11 H a co W9 in 1 A c '' W1 `` � _ 1 W1 1 3X5(A1) 1'1R Q P O N M L K 119 J o.3X5 =3X5 1114X8 sa3X5 =5X52X43X5 -4X8 1111.5X4 3X5(A1) -2' 1 31' 1 2'- 2'2"1 7'9"4 3'7"7 3'9"3 37"7 2' 54" 4'4"4 2'392 F 2'2"12- 10' 13'7" 7 + 17'4"9 21' I 23' I 28'4" 32'8"4 I 35' -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.217 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.368 0 994 240 R 3423 I- I- I- /63 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HO : 0.049 C LL EXP:B Kzt:NA ) J 2414 1- /- I- /27 /- Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.118 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor.2.0 R Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.480 J Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.949 Bearings R&J are a rigid surface. Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.794 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 76-3668 E-F 49 -3068 Lumber purlins C-D 84-4257 F-G 36 -2357 D-E 64-3749 G-H 41 -2367 Top chord 2x4 DF-L#2 In lieu of structural panels use purlins to brace all flat Bot chord 2x6 DF-L#2 TC @ 24"oc. Webs 2x4 HF Std/Stud:W1 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) :W9,W10,W14 2x4 DF-L Std/Stud: Wind Chords Tens_Comp. Chords Tens. Comp. :W11 2x4 HF#2: Wind loads and reactions based on MWFRS. R-Q 2886 -80 N-M 3712 -65 Nailnote Left and right cantilevers are exposed to wind Q-P 3441 -69 M-L 3067 -49 Nail Schedule:0.131"x3",min.nails P-0 4229 84 L-K 1996 30 Top Chord:1 Row @12.00"o.c. O-N 3712 65 K-J 1997 31 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. Special Loads R-B 133-3284 E-M 23 -881 B-Q 643 0 F-M 579 -2 16 TC:From 65 pf at_1 10.00 to 65 plf at 1 10.00 P-D 1437 -201 G-L 1397 16-2 TC:From 32 pf at 10.00 to 32 plf at 12.94 D-O 141 -737 H-J 52 -2134 TC:From 65 BC:From 20 ptf at at 12.94 0.00 to 20 to 65 pf at 10.01 4'00 pR©FESS O-E 465 -53 BC:From 10 plf at 10.01 to 10 plf at 12.94 �5 NAG 1 N 4 �p BC: BC:F820 lb Conrom 20 cif at Load at 10.01 12.94 to 20 plf at 35.00 �ll0 4. 88294pE 9 BC: 339 lb Conc.Load at 12.06 a BC:1819 lb Conc.Load at 12.94 Loading Bottom chord checked for 10.00 psf non-concurrentOREGON bottom chord live load applied per IRC-15 section 'A4 cVi y 14,200 Qc 301.5. *sell Tan ec Renewal 6/8012020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extremecare in fa tiha dlin shipping,installin and bracing..Refer to arid fellow the latest edition of BCSI(BuildingCORNEOUS OR 97113 mponenntt Safety Intrmation,b TPI an6'SBCA)fhr saety ractices phor to performing these unctions. Installers shall provide tempor (503)357-2118 Ext bras g per 13CSI,Unless noted o ierwise,top chord shall have properly attached structural sheathing and bottom rd shall haveprops attar g n id ceiling. Locations s own for rmanent lateral restraint of webs shall have brYan nstal ed per BCS�tsections 53,B7 or Bit ' ��� us applica 4p y plat s t� ach face o trtruss and positron as shown above and on the oin stalls, unless rested otherwise. E7efer to' rawnngs 1�A-Z'for standard pate positions. ALPINE Alpine,a division of ITW Buil iiit�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Listruss m rmance yvi A �I/TPI 1,or for ha�i lin shippm ,Inst Iiation and bracin{�Qf truss�sp sea on drawrina or�4ver page wINVONFANY t UIQ drawi� Ind acceptance ol! a�s�Ibnai ellg�neeHfM naponSldibM sdely 1`or 1 �1 shoWh. 1ne suttabilay andlse of this cawing for any structure is fie responsibility of the 8uitding Desigr(er per ANSIRPI 1 .2. 8801 Folsom Blvd.,Suite 101 -... "-or morsingerillegommiltwis rows treilerstriotes Mr erMMM1asewe8 et ALPINE:mal aiPInelfw.com;WI:www.tphtst.org;S8CA:www.sbdndustry.com;ICC:www.iccsafearg Sacramento,CA 95826 SEAN:304452 T16 EJAC Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1436.09980 Truss Label: Al CY / RTT 12/07/2018 6'6" 12' 1T6" 23' 28'6" 33' I' 6'6" I 56" I 5'8" I 5'6" -I 5'6" I 4'6" 'I =5X5 1111.55X4 =5X55 12 C T 4p 12 s5B5iorir 4X5 F e 1111.5X4 Ili 3X5(A1) M L K J 03X5 ==3X5 =3X5..3)(7 =3X5 g6X6H 2. 1 31' 1 2'5"2 61714 8'4" 8.4" 72^ I' Z5"2-1 92" I 176" I 2510" I 33' Loading Criteria(par) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.207 D 999 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 : 0.351 D 999 240 VERT CL Risk Category:II VERT(CL): M 1528 /- I- /699 J- /51 BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.069 H - - H 1287 /- I- /572 I- !- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.164 H - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 M Brg Width=5.5 Min Req=2.1 Soffit 2.00 Bldg Code: IRC 2015 Max IC CSI: 0.825 H Brg Width=5.5 Min Req=2.1 BCDL:6.0 psfBearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.771 Members riot listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.661 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 569 -308 D-E 585 -2573 Lumber B-C 546-2329 E-F 543 -2468 Top chord 2x4 HF#2 C-D 585-2573 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing A-M 332 -453 K-J 2114 -433 (a)Continuous lateral restraint equally spaced on M-L 2067 -490 J-I 2196 -426 member. L-K 2114 -433 I-H 2274 -502 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. M-B 747-2748 J-E 590 -77 PurlinsC-J 662 -107 F-H 554 -2450 D-J 122 -560 In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind coEp PROpS Wind loads based on MWFRS with additional C&C '.c . Ss,, member design. s� aG 1 N F• 0 Left cantilever is exposed to wind �O 83294PE p OREGON /34, "LLY14,2- oke * eel!Tao`� Renewal 8I3012020 12/07/2018 , **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extremecare in fab�catin ,ha dli rah in installing.and bracin ..Refer to nd follow the latest edition of(SCSI(BuildingCORNELIUS OR 97113 Component Safety Infrmation,b TPI and SBCnA)fOr safely practices prior to perforgmmg these functions. Installers shall provide�jtemporary (5°3l as7-2118 Est bracing per SCSI.Unless noted atherwioee top chord shall have properly attache structure sheat ing and bottom shall naVQ.g prope attacied id Ceiling. Locations shown r pemlane t lateral rests int ofwebs shalt haven aria ins ed r sections 4 or 10Y as applicable. AppTy plates to each face of truss and position as shown ove and on the joinTDetatls, Unless noted otherwise. Refer to /�, � drawings 160A-Z for standard plate positions. A LPI I V E Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawlllg,an failure to build the A, ,H, gas in_gQrlfQrfrlance rdth ANraPci 1 or for hgtdiin shifetirt4,in gallatirn and bracin i truss sA sesl�on tlNs tlrawlt�g or r�versUfMbillly nu V11S Cr8Mllntt, nafcaior �c ��nce pr gds ria en._glrfee rift respon Iity fY for a des�i9n shown The and rise of tlds drawing for any structure Is fie'esponslbiInY of the Building Des ►fer per ANSUTPI 1 Soca, 8801 Folsom Blvd.,Suite 107 • For more information see this job's general notes page and these web sties:ALPINE:www.aipineaw.com;WI:w'ew.tpinstorg;SBCA:www.sbcindistry.com;ICC:www.icesate.org Sacramento,CA 95826 SEAN:304459 T9 EJAC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1436.19657 Truss Label: A2 CY / RTT 12/07/2018 (- 6'6" I 14' { 21' 28'6" 33' 6'6" 7'6" T 7'6" I 4'6" -1 m5X110 T2 -- 6X10 CT 12 4 �- T3 of5X5 of yy :4X5 rn B (a) E _ i i1111.5X4 A (a) \h. (a\ 1`fF Y a3X5(A1) imilM L K J I H go 3X5 =3X5 =3X5 -3X5 1111.5X4 =3X5 =6X6G H"Z I- 31' 1 2'5"2 6'8"14 4'10" 7' 4'10" 7'2" 2'5'2-1- I 9'2" 14' I 21' 25'10" 33' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ioc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.176 I 999 360 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0282 I 999 240 M 1589 /- /- /702 I- /60 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.071 G - - G 1378 I- /- /575 /- /- 42.00 EXP.B Kzt'NA Des HORZ(TL):0.162 G - - Wind reactions based on MWFRS Des Ld: :10.00 Mean Height 15.00 ft TCDL:42 psf Code 1 Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.2 G B Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.992 rg W i dth=5.5 Min Req=2.3 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.749 Bearings M&G are a rigid surface. Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Varies by Ld Case Max Web CSI:0.696 Members not listed have forces less than 375# Loc.from endwall:My FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 420 -324 C-D 553 -2043 Lumber B-C 557-2362 0-E 564 -2509 Top chord 2x4 DF-L#2:T2 2x4 HF#2: Maximum Bot Chord Forces Per Plylbs :T3 2x4 HF#1&Bet.: (lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W5 2x4 HF#2: M-L 2238 -509 J-I 2083 -393 Bracing L-K 2043 -404 I-H 2086 -392 (a)Continuous lateral restraint equally spaced on K-J 2083 -393 H-G 2458 529 member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens_ Comp. Bottom chord checked for 10.00 psf non-concurrent M-B 790-2894 E-G 584 -2658 bottom chord live load applied per IRC-15 section 301.5. Puffins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind � �� EO PROpSSS WWind bads based on MWFRS with additional C&C 1f �G i 1+4,e4. IQ member design. 14/ 0 0 41 'fr Left cantilever is exposed to wind 83294PE 9 OREGON ' SLY 14,2a� Q/ *Sell Tao*� Renewal 8/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!RUDI Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.P.O.o.Box 488 russes requjre extreme carein fa�oatin ,ha dt shipping,in allin ,and bracing..Refer to and follow the latest edition of SCSI(Buildi CORNELIUS OR 97113 omponenSafety informatin,NEP!and SBGgA)ror sat rachces prior to performing these unctwns. Installers shall provide temporarnyg (so31357-21 to Ext bracing,per PCSI..Unless noted ogierwise,top chord shall have properl attabched structural sheathin and bottojp hord shall h v pro nv aattachrigid ceiling. I, . tions:ch forfpennanent lateral restraint 01 webs shall.nave braana iins lied per eG l sections¢a3,�� or o /� s applica Ply plates to ach face o truss an position ass own above and on a Joinic""�Detai unless noted otherwise. Refer to swings A- forstandard pate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the ar ween COMPANY f(�uss in {�mnance 'hh ANSI PI 1 or ,for ha dlin shi in ,inst��((lati'on and bracing���pp ctru sea on�h drag or hover paaldee listing t ra drawin ,rrWicates dunce o� essgrna� ineerin res lbiliiy ssfor a des 9n s Wh. The s7rlMBllity and Else of this drawing for any s re is me responsibilegt of the.uiidi Designneerr per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more tntonnallon see This lob's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.lpinst.org;SBCA: www.sbdndustry.00m;ICC:wsw.iccsafe.org Sacramento,CA 95826 SEAN:304461 T17 EJAC I Ply: 1 12 I Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE I Qty. 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1436.22510 Truss Label: A3 CY / RTT 12/07/2018 6'6" 12' 16' 19' 23' 28'6" 33' r 6'6" 5'6" 4' 1 3. l 4' 5'6" 4'6" 'I T ®5D- 5§5 4 X5 `��S a3C F5 n X565 $4, 5X5 G Vt \_A (a) (a) . Y Y =3X5(01) 0�N M L J ._I 3X5 =3X5 =5X10 =3X5 =3X5 =6X6 2 j 31' ,i 25"2 6894 "I 610" I 3' 6'10" 7'2" F' 2'5"2 I 92" 16' 19' 25'10" 33' '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lore Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.206 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL BCDL: 1000 Risk Category:II VERT(CL):0.327 K 999 240 N 1649 /- /- /577 I /69 - EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL}: 0.081 I I 1439 /_ /_ /577 /_I- HORZ(TL):0.176 I - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Mac Criteria Creep Factor.2.0 N Brg Width=5.5 Min Req=2.3 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.665 I Brg Width=5.5 Min Req=2.4 Load Duration:1.15 MWFRS Parallel Dist 0 to h12 TPI Std:2014 Max BC CSI: 0.760 Bearings N&I are a rigid surface. Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.727 Members not listed have forces less than 375# Loc.from endwall:My FT/RT:2(0)14(0) Maximum Top Chord Forces Per Ply{lbs) GCM:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 424 -313 D-E 523 -2015 Lumber B-C 548-2617 E-F 523 -2216 Top chord 2x4 HF#2 C-D 523-2187 F-G 577 -Lf86 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Bracin 9 Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on N-M 2365 -479 K-J 2437 445 member. M-L 2350 -451 J-1 2588 _527 L-K 2025 -337 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. N-B 787-3023 E-K 501 -81 Purlins C-L 138 -463 K-F 155 -563 In lieu of structural panels use purlins to brace all flat L-D 458 79 G-I 570 -2791 TC @ 24"oc. Wind iXPROp4 s Wind loads based on MWFRS with additional C&C ••c' member design. G•3 4G 1 N F4 sAO Left cantilever is exposed to wind 0 41 63294PE 9 OREGON A` vtty 14,20� 0 *Sell Tat' Renewal 6/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses reuire extreme care in fa satin ,hhanddl' shipping,installing.and bracing..Refer to end follow the latest edition of BCSI(Buildi CORNELIUS OR 97113 ComponentSafety nfomhabon,by TPI and sBCA) r sae pactices pnor to pertomng these t unctons. Installers shallprovide terhporarrnnyygg (soil357-2119 Ext bracing per SCSI.Unless noted otherwise top chord stall have property attached structural sheathing end bott2m chord snail have prop attached ngl l ceiling.plates Locations shown tor permanent lateral restraint 3f webs shall have bragngjnstslled per BCSl sections�3 or B6�100 �` as applicao(. pgyr llatto each face of truss an position as shown above and on the JomrDetalls, unless noted otherwise, Refer to' drawings 1 A- forstandard plate positions. ALPINE tAlpine,a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing an failure to build the russ in gnfgrma_nce ori ate IfTPI 1,or for hand r shipping,in Ilabgn and bracing_gf frussesp seal on grin drawwthg or cover wawa ""x�^ rrL this�ogt�raaMwiltiv,i acceptance of wow nee nng responslofirttf solely for the design shown. The suitability and Use f this drawing for any structure a responsibil of the Building Designer per ANSUTPI 1 2. 81301 Folsom Blvd.,Suite 10' —- • For avvrainfeasetioeseeatie lobe 08nme r s gage aro Mete web sites:ALPINE:www.alpinellw.com;TR:www.tpinst.org;SBCA:www.sbdndusiry.com;ICC:www.iaxafe.org Sacramento,CA 95826 SEAN:304443 T14 EJAC Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 3 GREENSWARD PARK LOT 2 DrwNo: 341.18.1436.25183 Truss Label: A4 CY / RTT 12/07/2018 I'" 6'6" 12' 17'6" 23' 33' 6'6" I 5'6" I 5'6" I 5'6" I b 6" I 6" $5X5 D -I- mg 4 2 03X5 $3X5 C E Co 05X5101, $ 4X5 F 1111.X4 A (a) T 3X5(A1) 114IM L K J 3X5 =3X5 =3X5=3X7 -3X5 =6X6H }...--2 1 31' J 2'5"2 6'814 8'4" 8'4" T2" 2'5"2 I 9'2" I- 17'6" I- 25'10" ( 33• `I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.172 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.292 J 999 240 M 1510 /- /- /703 I- /76 BCDL: 10.00 Risk Category:H Snow Duration:1.15 HO LL EXP:B Kzt:NA ): 0.068 H H 1287 1- /- /576 /- /- Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.163 H - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.1 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.562 H Brg Width=5.5 Min Req=2.1 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.781 Bearings M&H are a rigid surface. Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.659 Members not listed have forces less than 375# Loc.from endwall:My FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs} GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 A-B 433 -308 D-E 511 -1863 Lumber B-C 548-2316 E-F 594 -2454 Top chord 2x4 HF#2 C-D 496-1862 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on M-L 2063 -476 J-I 2172 -454 member. L-K 2089 -457 I-H 2269 -540 K-J 2089 -457 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. M-B 800-2739 J-E 184 -637 Wind C-J 166 -545 F-H 584 -2443 Wind loads based on MWFRS with additional C&C D-J 785 -134 member design. Left cantilever is exposed to wind ���so PROp . t;��� 04GINE��Q �O ,.1/ 83294PE t OREGON ' "i�Ly 14,20 0 "ell Tao's Renewal 6/3012020 12/07/2018 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses Ire extreme care in fab�catin ,handljn1 ,shipping,in8taltng-and bracing.,Refer to and fellow the latest edition of SCSI(Buiidi CORNEUUS OR 97113 Componentnt Safety information,by.TPI and SBCA)fer salpety practices nor to perforng these unctions. Installers shall.provide tempora (503)357-2118 Ext brawnf]per OCSj.Unless noted o herwise,top chord sall have properly attached structural sheathing and bottomchord Miall haveprops attached r id ceilin eLOcations shown forpermanent lateral restraint of webs shall have bryan nsta.Iled per BCSI sections 8'3, p/ or B1 �` �s appUcao q�pfy let ach face of truss and position as shown above and on the oin etails, unless noted otherwise, Refer to' raewngs A-Z"fors? t(?:d pate positions. ALPINE Alpine,a division of ITW Build'n Components Group In shall not be responsible for any deviation from this drawin ,an failure to build the ggaugsss rn rma ce ANSIIr PI 1,or for handling s�ttppmg,inst Ifatign and bracing Qf tru s�S sea on s dr�wir�a or river page Ptif1W IlSting triis drawlrya lylt tanca of pf 6f�Si6nai en.-g�neeritlg responslbllny ssolB�i for a desf��rt showh. rite sulPabillty and tise of this thawing for any s cture is Qte responsibilft of the t3uiiding DeslBrier per ANSUTPI 1 Sic.2, 8801 Folsom Blvd.,Suite 107 - ,For aximistenossenseetevisiotesgenerertaEespagaarM €web stet:ALPINE:wwe.alpineilw.com;TPl:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:304542 T50 HIPM Ply: 1 Job Number. 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DiwNo: 341.18.1435.00133 Truss Label: B CY / RTT 12107/2018 2' I 8'4"4 I 14'10"4 I 21'4"4 28' 2' 6'4"4 6'6" 6'6" 6712 12 4 p =6X10 =3X5 =3X51 5X4 =4X8 =6X \M 5X7 B C T2 D E F T3 8 A I T ' W2793 w1 ii n1 LH1 N M L K J I 1114X5 1114X12 =6X8 = - 5X12 6X6 4X12 0t13�X5 r 27'10" 11 I- 2' - 6'4"4 } 6'6" I- &6" I 6712 2' 8'4"4 14'10°4 21'4"4 28' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.325 E 999 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.545 E 609 240 N 2656 /- /- /- /78 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.069 8 - - 0 2674 /- /0 1- /81 I- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.163 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 N Brg Width=- Min Req=- 0 B Width=3.5 Min Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.894 Req=2.9 BCDL:6.0 psf Bearing O is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CS!: 0.767 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.974 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)14(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 48-1645 D-E 188 -6144 Lumber B-C 158-5194 E-F 188 -6144 C-D 188-6144 F-G 132 -4333 Top chord 2x4 HF#2:T2 2x4 DF-L 2400f-2.OE: :T3 2x4 DF-L#1&Bet.: Bot chord 2x6 DF-L SS Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W4 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. :W10 2x4 DF-L#2: M-L 1700 -52 K-J 4434 -138 Special Loads L-K 5257 -163 J-1 4434 138 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 2.00 Maximum Web Forces Per Ply(lbs) TC:From 32 plf at 2.00 to 32 plf at 28.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 10 plf at 0.00 to 10 plf at 28.00 A-N 84-2! C-K 991 -28 BC: 314 lb Conc.Load at 2.06,4.06,6.06,8.06 10.06,12.06,14.06,16.06,18.06,20.06,22.06,24.06 A-M 2853 -83 K-F 1911 -55 26.06 M-B 69-1502 F-I 70 -1097 Loading B-L 3937 -119 1-G 4813 -145 L-C 55 -706 G-H 81 -2207 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. ���1�D PROP% Purlins `.9 aGiNFtc /0 In lieu of structural panels use purlins to brace all flat O (6. TC©24"oc. $3294PE Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. OREGON Right cantilever is exposed to wind 14 `ZLy 14,2o� ie *Sell Tan Renewal 6130/2020 12/07/2018 .. " Inc. WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon, IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fa tin handlt shipping,installin and bracin . Refer to and follow the latest edition of SCSI(Building CORNEOUS OR 97113 ompaoonent Safety Information,byy.TPI and'SBCA)Mr safely ractices ptior to performing these unctions. Installers shall provide temporary (so3>35�-2116 Ext bracing r BCS) Unl ss noted o(herwi top chord shall have props attached structu 1 sheathin and bolt hord shall hav pro attach rid ceilin . ocetions sown foe) rmanent lateral restraint webs shall haver br?grains/ailed r BCS I sections¢3,B7 or probity as app ice 60 gppry oat t ach face ot�truss and position as shown above and on the Jin,Details, Unless noted otherwise. Refer to' � drawings'60A-Z'for standard plate positions. ALPINE- Alpine, a division of ITW Byildin mponents Group Inc.shall npt be responsible for,any deviation from this drawinp,any failure to build the truss m fgrmance ANSItesPI 1 or for handlin sht'naina,mst !ati2n and bracna�f tru seat on gets drawing or fiver p� ANRWCOMPANY and mts tlrawln ,Iwing for t®ncr of pr ressronai en neerrt�t res es tli s�Tor fhe dea_ll showh. The statility 8801 Folsom Blvd.,Suite 107 • and se of this (awing for any s re is tine sponsibil trot the 6u)Idi Desigr4er per AN8UTPI 1 Sbcc.2, For more Intonation see this job's general notes page and these web sites:ALPINE:www.alpinedw.com;TPI:wxw.tpinst.org;MCA:www.sbdndustry.com;ICC;www.kcsafe.org Sacramento,CA 95826 SEAN:304545 T69 HIPS Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1435.07427 Truss Label: 81 CY / RTT 12/07/2018 �. 4' I_ 11'2"7 + 18'9"9 26' 28' 4' 7'2"7 7'r3 ! 7'2"7 ! 2' '1 12 4 p _ —5X a 3X5 =3XE B5 It1.5X4 =5X7 F //3X5 04X5 — �`�`G A ♦� T - T W4 ilh in M 1 . til 1113X5 =4X5 =4X5 K =4X12 =4X5 1111.5X4 -=-3X5 t 27'10" Ii 4' + '7"3 7'2"7 2' }' 4' 112"7 7 2 18'9"9 I 26' 28' '� ! Loading Criteria(psi') Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lore Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.160 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.263 C 999 240 N 1193 /- /- /500 /- /15 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.046 B - - H 1305 /- /0 /500 I- /0 EXP:B Kzt:NA HORZ(TL):0.105 Des Ld: 42.00 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.2.0 N Brg Width=- Min Req=- H Brg TCDL:4.2 psfWidth=3.5 Min Req=2.1 Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.901 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.698 Bearing H is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.705 Members not listed have forces less than 375# Loc.from endow!!:My FT/RT2(0�4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 226-1174 D-E 358 -2220 Lumber B-C 397-2391 E-F 358 -2223 Top chord 2x4 HF#2 C-D 358-2220 F-G 89 505 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W4,W6,W8 2x4 HF#2: Maximum Sot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on M-L 1168 -227 K-J 2428 372 member. L-K 2428 -372 J-I 589 -90 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section A-N 254-1173 E-J 159 629 301.5. A-M 1383 -226 J-F 1863 -267 Purlins M-B 179 -690 F-I 239 -1134 In lieu of structural panels use purlins to brace all flat B L 1400 -160 I-G 1128 161 TC @ 24"oc. L-C 144 -537 G-H 183 -1079 Wind Wind loads based on MWFRS with additional C&C .c��rG�pR�FFS* member design. r� 1�C'1 N� , s�o End verticals not exposed to wind pressure. ,,k44,_, Right 83294PE 41 -o Right cantilever is exposed to wind 9 OREGON 734 1LY 14,20 ie e * len Tao*, Renewal 6/3012020 12/07/2018 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a care in fa estihandling shi in installing.and bra ng.,Refer to and fellow the latest edition of SCSI(Buildi CORNEOUS OR 97113 Component Safety Intormatwn,by TPI and'SBCA)for sa�e�y practices p or to performing these functions. Installers shall provide tempora (503)357-2118 Ext brawn r BCS).Uni ss noted otherwisee,top chord shall have properly_attached s ctu7al sheatt)i and bott chord shall hav apromy attach rigid ceiling.�ocations shown r rmane t lateral restraint 5f webs shall have bracincuns lied perBCCSI sections B3�7 r as app ica e. Applly p ates to each face o truss and positron as shown above and on the otnMetails, un ess noted otherwise. f2efer to' drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW B "!din Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ti-gu�srsniin nff�ngce i is rVSII/'P' 1,ear for a�rtdtn shim,Instrnlieaetiornr�anddbbrraociin�iflttrvu seal on g�is�dri or ver "��COMPANY fty agile of this aranwiingaffQorr any s re is Etre responslbie of the Buildi gIt esig a ANSI/TePi11 sbc. ' �i 8801 Folsom Blvd..Sults 10i _ • For suers iMame9ort see this job's caner¬es page arm these Web Res:ALPINE:www.alpinellw.com;WI:www.tpinst org;MICA: www.sbclndustry.com;ICC:www.Ic safe.org Sacramento,CA 95826 SEAN:304550 T51 HIPS Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008' FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 34118.1435.19400 Truss Label: B2 CY / RTT 12/07/2018 6' 11'107 18'1"9 24' 27'6"8 6' I 5'10.7 6'3"3 I 5'10"7 I 3'6"8 12 4 - a48 -3X5 1111.5X4 =5X7 C T2 D E T C - 3X7 N A W2 W. F T I4, ' 9 .. _ W ` 1'1'13 4X5(A2) 1111.5X4 -4X5 =H0308 -4X12= —H0312 1113X5 t 27'6"8 1 6' I 5'10"7 I 6'3"3 1- 5'10"7 3'6"8 6' 11'107 18'1"9 24' 27'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.406 C 809 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.705 C 466 240 A 1172 I- /- /510 /- /23 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 B - - G 1168 /- /- /490 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.164 B - - Wind reactions based on MWFRS Mean Height:15.00 ft A BrgWidth=- Min R NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 eq=- Soffit: 2.00Bldg Code: IRC 2015 Max TC CSI: 0.973 G Brg Width=- Min Req=- BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2014 Max BC CSI: 0.993 Members not listed have forces less than 375# Rep Fac:Yes Max Web CSI:0.891 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): A-B 630-3041 D-E 741 -4304 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.15 B-C 803-4566 E-F 389 -2061 Lumber C-D 740-4301 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Maximum Bot Chord Forces Per Plyibs Bot chord 2x4 DF-L#2 (lbs) Webs 2x4 HF Std/Stud:W2,W6 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. :W8 2x4 DF-L Std/Stud: A-L 2876 -577 J-I 4632 -761 Loading L-K 2869 -580 I-H 2020 -358 K-J 4632 -761 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp- Webs Tens- Comp. Purlins B-K 1791 -201 E-1-1 126 -406 In lieu of structural panels use purlins to brace all flat K-C 121 -461 H-F 2017 -342 TC@24"oc. D-I 133 -542 F-G 264 -1148 Wind I-E 2406 -343 Wind loads based on MWFRS with additional C&C member design. 4,�eo PRQF�,sS CO 4 83294PE 9 OREGON i)(� `1, tfr 0'14,26 eaedl Tao*igo Renewal 6/30/2020 12/07/2018 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses req ire extreme care in fabcicatin ,ha dlin shipping,inr>tailin and brae n Refer to and follow the latest edition of FIGS!(Building CORNELNS OR 97113 Component Safety Information,by TPI and SBCA)tOr safely achces prior to perr?orming these functions. Installers shall provide tern (503)357-2118 Ext braes r)3CSi._Unl ss noted o'therwi top chord shall have grope�y attached s�ctu I sheathi and bots hord ehali hav roga attach . Id ceilm .�ocations showno� rmaneat lat@hal restrat bf webs shall havtietrebragng in �Iled perCi sections¢3,�� 0 610y .4� as appiiceGte. Apfy plates to each face o truss an position as shown above and on a JoinTDe ails, unless noted otherwise. .efer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the avmvx v"n, trtru s in mrd ce altar 1,or for ha dling shi i ,lost lati nand bracin f fru s seal on} dr�' or ver p8�e Iissd 1 r draw�np, ifd�ates acceptance of proress�ra rraer�ng res Ilty so ewr ror .th design shot. The stinglity antiIseof this drawing for any structure is pre responsibg of the BuildiFig Designer per AN8UTPI 1$ac.2. 8801 Folsom Blvd.,Suite 101 • For more information see this job's general notes page and these web sites:ALPINE:www.aipineihv.com;TPI:www.tptnst.org;SBCA www.sbdndustry.com;ICC:www.icrsafe.org Sacramento,CA 95826 SEQN:304552 T58 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1 WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1435.36143 Truss Label: B3 CY I RTT 12/07/2018 5'10" 8' 15' F 5'10" '1 2'2" 7' � T 6' T 4 or3X5 12 —4C8 1111.5DX4 T2 w5X7 ffiH0114 E i 4X8 11 3X10 A W2 F L K . G 3X5 =3X10 I 1114X8 1113X5 t"r =3X5 I W4 co a I 113X5 1111.5X4 1 28' 5'10" 2'2" 7' F 5'10" 8' 15' 22' 28' 'I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.295 D 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.502 D 669 240 N 1187 /- I- /519 I- /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HO LL: 0.156 G EXP:B Kzt:NA ) G 1187 /- I- /506 /- /. Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.374 G - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:2.0 N Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.962 G Bre Width=5.5 Min Req=2.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2014 Max BC CSI: 0.752 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.942 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp_ Wind Duration:1.60 WAVE,HS VIEW Ver.16.01.00C.0327.15 A-B 758-3278 D-E 697 -3475 Lumber B-C 648-2809 E-F 500 -2367 Top chord 2x4 HF#2:T2 2x4 DF-L#2: C-D 898-3475 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W4,W7,W9 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :W11 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Loading L-K 3111 -718 J-I 2217 -446 Bottom chord checked for 10.00 psf non-concurrent K J X39 542 1-H 2217 446 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels use purlins to brace all flat A N 300-1119 C-J 963 132 TC @ 24"oc. A-L 3037 -680 D-J 159 -683 L-B 384 -74 J-E 1386 -216 Wind B-K 235 -719 H-F 2134 -408 Wind loads based on MWFRS with additional C&C K-C 409 60 F-G 290 -1138 member design. Left end vertical not exposed to wind pressure. �EO PROp . •C _.,5 aGiNF6 �O a �` 83294PE41 9 OREGON /5(r "SLY 14,20 e seeIS Tao• Renewal 8/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 russes reuire extreme cafe in fatzcatinS,handli shipping,installingn and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ComponentSafety Information,b Ian SBCA) � tty ractices p or to performing these unctions. Installers shall provide tempora (503)357-2118 Ext bracing per PCS!._Unl ss noted oherwise,top chord shall have props att ch structural shgathi an bottqtl chord shall�tav attachtd ceil cations shown for rmanent lateral restraint webs shall have bragne ns Ii r BCSI sections Q3�f oroB10-, as applica e. Ap y p Unlit: to each face o truss and position as shown above and on a olnt-Deta; Unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW B 'Win Components Gro}tp In shall not be responsible for any deviation from this dr win any failure to build the s In n ce I ��VSI�PIS 1,urcf�or h ldhng s�ii�irv,installatian�nr bracin l,lruss sq seal on dr��finp or cloverpage-city """w '"" asugnpse o tltis ta1N a M enR.Y9of respon rtr IY ror tlll gn s own The sut®W rtd I hawing for any re is a responsibil' of the uild g Desgg r per ANS 1 S$c.2. 8801 Folsom Blvd..Suite 10i • Formore nfor mtlorrseemslcbs general notes page and These web stes:ALPINE:www.alpineftw.com;WI:www.tpinst.org;SBCA www.sbdndust y.00m;ICC:wwwJaaafe.org Sacramento.CA 95826 SEQN:304558 T60 HIPS Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18_1435.46000 Truss Label: B4 CY / RTT 12/07/2018 510" f 10' I 15 20 23'10" , 28 510" 4'2" 5' 5' 3'10" 4'2" 12 65X5 I111.5DX4 =4X5 E 4 " 33X5 o lc =H05B144F5 1111.5X4 �AX10 W2 - 0.1111111111111.,...A1111111\G e a T m T ! _ as M L K J I PIE H =3X5 E3X7 in 3X5 =3X5 1115X7 1W4to isi r a 1113X5 II1.o 5X4 28' 1 510" 4'2" 5' 8' 510" 10' 15' 20' 28' Loading Criteria(pat) I Wind Criteria Snow Criteria(Pg,Pf in PSF)1 DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loo Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.241 L 999 360 Loc R+ /R- /Rh I Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.409 L 822 240 0 1187 /- /- /523 1- /41 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.161 H - - H 1187 I- I- /510 /- /- EXP.B Kzt:NA HORZ(TL):0.386 H Des 42.00Wind reactions based on MWFRS Des Ld: :10.00 Mean Height:15.00 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 0 Brg Width=- Min Req=- H B Width=5.5 Min Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.943 r9 Req=2.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.696 Bearing H is a rigid surface. S pacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.643 Members not listed have forces less than 375# Loc.from endwail:My FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.15 A-B 766-3296 D-E 599 -2598 Lumber B-C 594-2533 E-F 508 -2245 Top chord 2x4 HF#2 C-D 599-2598 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W4 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 3125 -725 J-I 2097 -408 (a)Continuous lateral restraint equally spaced on L-K 2341 -483 I-H 2000 468 member. K-J 2097 -408 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. A-O 309-1118 C-K 425 -72 Purlins A-M 3056 -689 D-K 122 -505 B-L 265 -975 K-E 650 -146 In lieu of structural panels use purlins to brace all flat L-C 411 -51 F-H 522 -2154 TC@24"oc. Wind �¢�p PROpk, Wind loads based on MWFRS with additional C&C �• i P4 S' member design. C9 0G E'�� 0 Left end vertical not exposed to wind pressure. �(/ 83294PE Cr OREGON 13` `�!r 14,26 eta �0 s- ell Tar' Renewal 6/30/2020 12/07/2018 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc *"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses retre extreme care in fabricating,ha dlin shi in insttalkn .and brae n ..Refer to grid follow the latest edition of¢CSI(Buildi CORNELIUS OR 97113 ComponentSafety n ormation,by TPI an SBeA)rbr supe y practices prior to performing these functions. Installerris shall provide tempora rrif (503)357-2118 Ext bracingper GCSE Unless noted otherwise top chord shat)have properly attached structural sheathing and bottom ord shall have_ rIv attached id ceiling. Locations shown forpermanent lateral restraint of webs shat have raan�Llns lied r BCSsections 43,B7 or B1 , aas appiica�g Aop�ylat�s lo ach face of truss an position as shown above and on the Joint-Details, Mess noted otherwise. Refer to' tlrawings 16�Aor s n rd pate positions. ALPINE- Alpine,a division of ITW B ikl'n Compon nts Group Inc.shaii not be responsible for any deviation from this r wing,a failure to build the lugs in nf$ tMa�n'th:APti�P1�ce1p,Qmr h dling shl��n�, ai }wfnyatnd brpaocning clfitty gssesq seal et n a1 n or Cgver paste_lam "'"NCOA""" and ise of this ' wing for any structure ie responsibilkTof the Building sDesrmrigrfer perfY torStltt�tae1st_g _ GC slrliPdW 8801 Folsom Blvd., 104- - - For more Information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA: www.sbandustry.corn;ICC:www.lasafe.org Sacramento,CA 95826 SEQN:304560 T61 HIPS Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1436.29413 Truss Label: 85 CY / RTT 12/07/2018 F 6'192 I 11'10" I- 18' 24' 28'9" 34' 6'1"12 58"4 6'2" I 6' + 4'9" 5'3" "i 5D7 s5 5 12 03X5ssi 3X5 4 c- =6X00 F 0.4X8 W9 1111:G4 _ 40000000000.° 1 al3X5 (a) L K J I 63 x H T A =3X5 -3X5 =3X7 it m55 (a) io ot _L ^ I) I 1113X7 N3X10 1111.X4 1 ii.--6212 1- 27'9"4 i 6'1"12 5'8"4 6'2" 6' 1- 6'1"12 I 1110" I- 18' I 24' I 34' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.134 K 999 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.219 K 999 240 Risk Category:II ( ) N0 - 1-532 /- /12 /208 /73 BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.072 G N 2475 1- /- /1068 /2 (_ Des 42.00 EXP:B Kzt:NA HORZ(TL):0.163 G - - H 1095 I- I- /460 I- 1- Des Ld: :10.00 Mean Height 15.00 ft TCDL:4.2 psf MWFRS /Misc Criteria Creep Factor:2.0 Wind reactions based on 0 BrgWidth=5.5 Min Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.957 Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.441 N Brg Width=5.5 Min Req=3.7 Spacing:24.0" C&C Dist a:3.40 ft Rep Fac:Yes Max Web CSI:0.582 H Brg Width=5.5 Min Req= 1.5 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings O,N,&H are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 HF#2 A-B 1746 -422 D-E 420 -1572 Bot chord 2x4 HF#2:B3 2x4 DF-L 2400f-2.0E: B-C 290-1269 E-F 407 -1706 Webs 2x4 HF Std/Stud:W4,W9 2x4 HF#2: C-D 395-1569 Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. L-K 1169 -264 J-I 1439 -293 Loading K-J 1439 -293 I-H 1789 -425 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Purlins A-O 573 -122 B-L 2671 -580 In lieu of structural panels use purlins to brace all flat A N 430-1620 L-C 187 633 TC @ 24"oc. N-B 361 -1346 C-K 450 -40 N-L 364-1739 F-H 466 -1852 Wind �� P Q ROFS Wind loads based on MWFRS with additional C&C •(4 `St.S member design. ��5 „GINE-4. % Additional Notes 83294PE 1.- Negative reaction(s)of-532#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions_ OREGON 114 "trey 14,2ot� m * sell Tan's Renewal 8/8012020 12/07/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses rreeqo Ire extra care in fabncatihh�a ddI'n shipping,installing,and brae n Refer to and follow latest edition of¢CSI(Buildi CORNEIJUS OR 97113 Component Safety Information,b TPI antd'SB>�A) r•safety actices pnor to perflonnin these functions. Installers shalp rovide tempora rrnnyygg (503)357 2118 1x1 bracing per BCSI..Unless noted otherwise,top chord shall have pr.-.., ry attached structural shoathir and bottom chord snail bav�a prot)erly attached id ceiling PLocations shown for rmanent lateral rests nt of webs shall hav braansijnstalled per BCS sections BB�3 or 183100 �` 3s a Lica qq��pT tats(� ach face pe position ass own above and on a oinrDetails, unless noted otherwise. ((efer to rawings A-Z'for s andard plate positionstruss and ALPINE Alpine,a division of ITW B ildinpp Components Group Inc.shall not be responsible for any deviation from this gr win ,a y failure to build the �rrwcommo tru wan _ rmance NSI P1 1 or for handling shi to ,insta(lati nand bracing�f tru �p I on y dr� np or fiver c e listsf tom'drawing, ndlcatss accadtance of pratess�in�engineeroltM res �IbNFty so�eV oWr the Zit&g wont. Ste suf[ability encase of this drawing for any structure a responslbil of the uildl Designer per ANSUTPI 1 Sc.2. 8801 Folsom Blvd„Suite 10i - • For morenfomlegon ew 8 is lob's general-rotes page andthese web sties:ALPINE www.alpl iedw.com;TPI:www.tpinst.org;SBCA:www.sbdndustry.corm,ICC:www.tc safe.org Sacramento.CA 95826 SEON:304565 T53 HIPS Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1436.38767 Truss Label: 136 CY / RTT 12/07/2018 2' 8' 13'10" 16'4"4 22' 24' 29'4"4 36' F 2, I 6' I 510" I 2'6"4I 57"12 I 2' I- 5'4"4 ( 67"12 =5G5 -5 5 -7- 4D 6X1p0E 1 rr 4X8 to ge5X7 T1 J 1- C W4-70•• R T (a) P o N 5X10 1115• X7 K j_ B (a) m A N m3X5(A1) Sm =3X12 1111.X4 I--2' 1 6'2'12 1 27'9"4 i 2' 6' 5'10" 26'4 5712 2' 5'4"4 6712 T 8' 13'10• 16'4"4I 22' II 24' 29'4"4 I 36' '{ Loading Criteria(paf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.156 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.246 N 999 240 S - /-498 /- /20 /145 /91 BCDL: MOO Risk Category:II Snow Duration:1.15 HORZ(LL): 0.071 K - - R 2699 /- /- /1097 /0 /- Des 42.00 EXP:B Kzt:NA Des Ld: HORZ(TL):0.154 K - - K 1196 /- /- /460 /- /- Dd: :10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS TCDL:4.2 psf S BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.979 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.515 R Brg Width=5.5 Min Req=4.1 Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Yes Max Web CSI:0.985 K Brg Width=5.5 Min Req=2.0 a Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings S.R,&K are a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 2045 -434 F-G 398 -1611 Top chord 2x4 HF#2:T1 2x4 DF-L#2: C-D 238-1167 G-H 408 -1496 Bot chord 2x4 HF#2 D-E 362-1611 H-I 410 -1665 Webs 2x4 HF Std/Stud:W4 2x4 HF#2: E-F 368-1591 I-J 469 -2241 Bracing (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(lbs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes P-O 1068 -212 N-M 1457 -265 0-N 1528 -307 M-L 2061 -396 All plates are 3X5 except as noted. Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section S-B 565 -86 P-D 173 -776 301.5. B-R 431 -1657 0-0 549 -109 Purlins R-C 354-1390 M-I 164 -635 In lieu of structural panels use purlins to brace all flat Od PROF R-P 379-2063 L-J 1932 -362 ¢ F C-P 2862 -542 J-K 297 -1136 TC 24"oc. �G s Wind .�� 4GI[VFR s'o Wind loads based on MWFRS with additional C&C sc 83294PE 9 member design. Left cantilever is exposed to wind Additional Notes OREGON Negative reaction(s)of-498#MAX.from a non-windG load case requires uplift connection.See Maximum 4 ds 14,20� Reactions. 'tech Tan Renewal 6/30/2020 12/07/2018 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fa tin an in shipping,installingand bracing. Refer to end follow the latest edition of BCSI(Building CORNEUUS OR 97113 Safety f TPd'S A) r safely p priorperforming these 11 pora (503)357-2118 Ext omaonen afe In ormation,byy'' Ian BC f�'saf practices to " unctions. Installers shall provide to ry braa-r r BCSI._UnlessLnoted ogterwise,top chord shall have properly attached structurall sheathing nd bolt chord shall v progerl attacl . rd ceilingg ocations snn n for rmanent lateral restraint bf webs shat have racin msta3�l ed per BUl sections 83,�� or 810Y as app ice ee. Ai plates toeach face o truss and position as sown above and on the Joinruetalls, unless noted otherwise. Refer to drawings 1 A-Z for standard plate positions. ALPINE- Alpine, a division of ITW B�"Id'n Components Grltirp Ino.,shall not be responsible for any deviation from this dr wina,any failure to build the MUCOMPANY ras int nf�rr ice rn AN�UTPPI l.g for h rddllang,shrgin 1,ma laton and bracin itssas/1 seal at th drawitSg or fiver pape.lI ntt rtg ates nce na en rtes ng respon s ry for ire de n shown. 7M sUl�bl and Fise of this drawl for anys re is e responsibilil�of theBuildifig Designer per ANSU7P1 1 Sec.2. 8801 Folsom Blvd.,Suite 10i • For more information see this ion general notes page and these web sites:ALPINE:www.alpinedw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.lccsafe.org Sacramento,CA 95826 SEAN:304563 T44 SPEC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 3 GREENSWARD PARK LOT 2 DtwNo: 341.18.1436.47727 Truss Label: B7 CY / RTT 12/07/2018 2'1"12 8' 13'10" 16'6" 23' 29'6" 36' F- 2'1'1 5'10"4 -I- 5.10" -' 2'8" I 6'6" _I 6'6" I 6'6" 5X5 F 'q3X5 12 m3X5 05/5 G 4 i - =6X80 ,,. zz ;o �3/ Ttrjg� 1141. $3X1H C Y 1- w N M L K J PM I 3g5 a) (a) =3X5 -3X73X5 1114X8 1113X5 N A I 3X5(A1) OM P 1112X4 P9 m3X10 1111.4 H 2' -6'2"12 I 27'9"4 i 2'1"13 5'10'4 5'10" 2'8" 6'6" 6'6" 6'6" L. 2'1"1 8' -I 13'10" I 16'6" I 23' 296' I- 36' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LM# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph pt 21.2 Ce:1.1 VERT(LL): 0.124 L 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.210 L 999 240 Q - /-334 /- /20 /146 /95 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.057 I - - P 2363 /- I- /1101 /0 I- Des Ld: 42.00 EXP:B Kit:NA HORZ(TL):0.137 I - - I 1010 /- /- /459 I- 1- NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS TCDL:42 psf Q Brg Width=5.5 Min Req 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.884 P Brg Width=5.5 Min Req=3.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.540 5 Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Yes Max Web CSI:0.848 I ring W 2. th0 =I a Min Req= 1.7 Beangs Q,P,& are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ven.16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 1753 -436 E-F 389 -1371 Top chord 2x4 HF#2:T1 2x4 DF-L#2: C-D 234 -971 F-G 409 -1376 Bot chord2x4HF#2 D-E 369-1386 G-H 481 -1914 Webs 2x4 HF Std/Stud:W4 2x4 HF#2: Bracing Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. N-M 885 -208 L-K 1765 -408 Loading M-L 1323 -312 K-J 1765 -408 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind Q-B 411 -87 D-M 526 -119 B-P 433-1425 F-L 441 -53 Wind loads based on MWFRS with additional C&C P-C 354-1229 L-G 173 -682 member design. P-N 381 -1753 J-H 1663 -364 Left cantilever is exposed to wind C-N 2409 -540 H-I 303 -952 Ea PROF Additional Notes �,�(�,, FS+u:•"0 N-D 171 -658 Negative reaction(s)of-334#MAX.from a non-wind ��� ��G i N F�� (�� load case requires uplift connection.See Maximum 83294PE Reactions. /' OREGON 1:14 "SLY 14,28� i0 *sell Tar' Renewal 8/30/2020 12/07/2018 *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses Ire extreme care in fa..ice tin hhandlin shipping,installing.and brae ng..Refer to and follow latest edition of SCSI(Building CORNEOUS OR 97113 Component Safety Information,b I and'SBCA)for safely ractices pnor to performing these functions. Installers shall provide terhpor (so3)357-21 to Ext braar)3CS)•.Unless noted otherwise top chord shall have proper) attached structural sheathingand bottom chord shall tIav proper? attach� id ceding Locations s own ? rmanent lateral restraint Of webs shall havebracins�nstal ed per BCSI sections B3,Br or 8.0Y as app lica e. Apply lat t�each face otrtruss and position as shown above and on e Join Details, uless noted otherwise. Kefer to drawings 160A-Z for standard pte positions. ALPINE- Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �„N,:oPRu�. it sin nf�m hce�rri�ANSI�XI 1,or for h tdfing shi�irtp,in nand bracn4ot russss4 semen dr gn w cover paste-ice no ac$e tap nee process na en t1res on s IY for e n a 7rtB slti�bi and use of this for am d'ucture Is me responsibfl of Owlondi g r per ANSIITP11 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 • For more infommtlon see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;S8CA: www.sbdndustry.com;ICC:www.lccsafe.org SEQN:304526 T2 FLAT Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.09673 Truss Label: C CY / RTT 12/07/2018 6'3"14I 12'6" 18'8"2 25 6'3"14 62"2 I- 62"2 I- 6'394 -----4X12 =----3X5 =3X 5 5 IH 1.5X4 E4X12F _g E5 12 T m a MI m W, ws co coo W2'--------,,- W4 1 - T 113X5 =6X8 =5X7 =6X6 --. 6X8 1113X5 i 24'992 1.1 63"14I 672 672 6'3"14 6'3"14 I- 176" I 18'8"2 I 25, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.264 D 999 360 LOO R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.443 D 668 240 L 2271 /- /- /- /64 /- BCDL 10.00 Risk Category:II Snow Duration:1.15 HORZ EXP:B Kzt:NA (LL): 0.063 A M 2358 /- /0 /- /71 /- Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.148 A - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=5.5 Min Req=2.4 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.951 M Brg Width=3.5 Min Req=2.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.667 Bearings L&M are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.807 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 111 -3755 D-E 150 -4925 Lumber Additional Notes B-C 150-4925 E-F 108 -3587 Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: Truss must be installed as shown with top chord up. C-D 150-4925 Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud:W2,W4,W6,W8 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) K-J 3831 -117 I-H 3668 114 TC:From 64 plf at 0.00 to 64 plf at 3.06 J-I 3668 -114 TC:From 32 plf at 3.06 to 32 plf at 25.00 BC:From 20 plf at 0.00 to 20 plf at 3.06 Maximum Web Forces Per Ply(lbs) BC:From 10 plf at 3.06 to 10 pif at 25.00 Webs Tens.Comp. Webs Tens. Comp. BC: 314 lb Conc.Load at 3.06,5.06,7.06,9.06 11.06,12.94,14.94,16.94,18.94,20.94,22.94 A-L 86-2081 J-E 1420 -40 Loading A-K 4201 -123 E-H 62 -891 K-B 66 -835 H-F 4023 -121 Bottom chord checked for 10.00 psf non-concurrent 6-J 1236 37 F-G 71 -1927 bottom chord live load applied per IRC-15 section 301.5. rt Purlins Cf ... PROFS The TC of this truss shall be braced with attached G INspans at 24"oc in lieu of structural sheathing. 4 g3294PE R 4 Wind ik 0,...--- Wind -Wind toads and reactions based on MWFRS. End verticals not exposed to wind pressure. Right cantilever is exposed to wind OREGON Deflection A(, "LLY 14,29 e, Max JT VERT DEFL:LL:0.26"DL:0.18".See detail S$'@ll Tar=t DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Renewal 613412020 12/07/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses ire extremecarein fa satin ,ha dli shipping,installingand bracing. Refer to and follow the latest edition of SCSI(Buildi CORNEUUS OR 97113 Componen� fety Infrmati ,b TPI erg SBC A) r sa e !Radices pior to perfomning these functions. Installers shall provide tempora (503)357-2118 Ext brawn r BCSI.Unless noted o erwi top chord shall have props attached structural sheathingand bothchord shall bav pro attach�, id ceiling tons sown ffoortpermanent lateral restraint et webs shall haveragn msTeIled per SCSI sections 133�7 or 1 , /41111/4, as app lica�b e. y lates to each face o truss and position as shown above and on the Joint-Details, uess noted otherwise. Refer to drawings 160A- forstandard plate positions. ALPINE' Alpine,a division of ITW Buildin CCompot¢nts Group Inc.shall not the responsible for any deviation from this drawing an failure to build the truss in forma ce=Afar 1,or for hanclin shi r irrstailatio and bracrn fru Oil dr8' ' or er N TIVICO 1AW gall t drnw�ng, nd�cates tante of pr�6 naw ' ineerTn9 res 1Lv so ly t''or�e d�es�gn s o t. ie u Milky and"dse of this &awing for any s cture is trie responsibility of the Bulldihg Desiglier per ANSIITPI I S$c.2. 8801 Folsom Blvd..Suite 10) • Formers information see this Ian general notes page and mese web sites:ALPINE:www.alpineitw.00m;WI:www.tpfnst.org;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304528 T87 HIPS Ply: 1 Job Number. 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.18543 Truss Label: Cl CY I RTT 12/07/2018 ' 1 I 877 + 159"9 23' 25' 1' 7'2"7 7'7"3 7'2/7 I 2' 12 4 p =3X5 1111.5X4 11115X B7 T2 C 5 D -.--=5X7 5 -r T A 1. o 111 ---.....„,,,f_32.!, - I El St W II sr W3 W5 m rh - _ ■ I 1.I �I 1113X5 =5X5 =3X5 =3X12 -.4X5H 111111 I.5X4 • 24'9"12 11 82"7I 77"3 7'2"7 2' 8'2"7 15'9"9 23' I 25' '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.113 E 999 360 LOG R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.182 E 999 240 M 1150 /- /- /431 I- /7 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.033 B - - N 1136 /- /0 /451 /- /0 42.00 EXP:B Kzt:NA Des Ld: HORZ(TL):0.074 B - - Wind reactions based on MWFRS Des d: :10.00 Mean Height 15.00 ft TCDL:4.2 psf Code I Mise Criteria Creep Factor.2.0 M Brg Width=5.5 Min Req=1.9 N B Width=3.5 Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.937 r9 Req= 1.9 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.726 Bearings M&N are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.502 Members not listed have forces less than 375# FT/RT:2(0�4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from erldwall.My Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 B-C 264-1758 E-F 286 -1830 Lumber C-D 285-1828 F-G 76 -437 D-E 285-1828 Top chord 2x4 HF#2:T2 2x4 DF-L#2: Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W5,W7 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading L-K 1805 -243 J-I 514 -76 Bottom chord checked for 10.00 psf non-concurrent K J 1805 -243 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat M-B 197-1094 J-F 1501 -200 TC@24"oc. B-L 1699 -231 F-I 213 -965 Wind L-C 178 -663 I-G 985 -135 Wind loads based on MWFRS with additional C&C E J 154 -581 G-H 955 929 member design. End verticals not exposed to wind pressure. iLet3 PROFS` Right cantilever is exposed to wind !' s CO 4GINEtc `i'0, �� 4, 83294PE p OREGON ', . '"Ltr 14,20 IQ) m 6. $eit Tan"� Renewal 6/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses requireextremecare in fabncatin hhand�(( shipping'',installing,and brat nfl. Refer to arid follow latest edition of SCSI(Building CORNELIUS OR 97113 ComponeSety Intrmaron,b TPI and'SBCAj�or sa sty ractices pnor to performing these functions. Installers shalprovide tempora (503)357-2118 Ext bracing r SCSI..Unless noted o tmerwise top chord shall have properl_attached structural sheathi and bottgrrt chord shall hav pro ly attache id ceiling Locations s own roerm neat lateral restraint webs shall have bmcln�m lled�r C51 sections I".�(RI or 510; s app Ica Apply plates to each face position ass own above and on a JoinTDetal s, Unless noted otherwise. Refer to as OA- for standard p positions. ALPINE Alpine,a division of 1TW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing an failure to build the truss in fomra ce i ANSI PI 1 or for ha dlins shi i mstaaallaticcttn and bra " tru p on his dra'wir or corer pMITWCOMPANY Iisti t draw�ng, iMlcates aaxdtaice o�praresS na 'en neermd respafn sso ly for the design shoWh. car andlise of this drawing for any s re is t7te responsibll of the Building Designer per ANSUTPI 1 S8c.2 8801 Flom Blvd..Suite 10' -... • €a nareitformatlon see thts ptrs genera!notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.locsafe.org Sacramento,CA 95826 SEQN:304530 T86 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341-18.1437.20940 Truss Label: C2 CY / RTT 12/07/2018 3' 8'11'7 15'0"9 21' 25' I- 3' I 5'11.7 I- 51"3 -I- 5'11"7 I 4, "4 12 4 i =- E---5X5 isi3X5 IN 1.5X4 s5X5 _ C D E a 3)....!______...---------‘.Nv4 as g 6 k3XSF T I W� ina N in iv i _ • - - a 1 NI3� =4X5 -3X5=3X5 =3X10 -3X5 �G NI2X4 i 24712 Ill 3' 5117 6'1"3 5117 4' 3' 8117 I 15'05 I 21' I 25' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ioc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.087 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.147 D 999 240 M 1062 /- /- /440 I- /16 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.028 B - - N 1074 /- /0 /460 I- /0 Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.067 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 M Brg Width=5.5 Min Req=1.7 N BrgWidth=3.5 Min Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.537 Req=1.8 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.517 Bearings M&N are a rigid surface. RepFac:Yes Max Web CSI:0.542 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:My FTlRT:2(0)(4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 141 -657 D-E 299 -1572 Lumber B-C 284-1505 E-F 166 -773 Top chord 2x4 HF#2 C-D 296-1569 BotchordF #2 Maximum Bot Chord Forces Per Ply 2x4HF Std/Stud:W4,W6,W8 2x4 HF#2: (ibs ) Chords Tens.Comp. Chords Tens. Comp. Loading L-K 676 -110 J-I 1536 -230 Bottom chord checked for 10.00 psf non-concurrent K-J 1536 -230 I-H 773 -139 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Puffins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat A-M 237-1051 D-I 124 -504 TC @ 24"oc. A-L 1064 -182 I-E 1009 -128 Wind L-B 184 -757 E-H 182 -677 B-K 1057 -143 H-F 997 -172 Wind loads based on MWFRS with additional C&C K-C 136 -539 F-G 222 -944 member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind '�4.., PROpk,. ��CO �GINZ• /O ,f(/ 83204PE 9 .r� OREGON r4 `"L LY 14,20Ø -telt Tan*i Renewal 6/30/2020 12/07/2018 **WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,In **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses r ire extra care in fa tin handlin shipping,installin and bracjng Refer to end follow the latest edition of BCSI(Building CORNEUUS OR 97113 omponenntt Safety Intormabon,b TPI and'SBCA)fbl setty ractices prior to pertortning these unction. Installers shat provide terhpora (503)357-2118 Ext attachBCSI,9niQss noted shown tope chord shall have properly attached structural sheatlti nd botto hord§hall j)avt,pro �r y attach , ri id ceilm . I ecaUons s own ) rmanent lateral restraint of webs shall have bf�qn ns aped r GSl sections et, or U s app icor y t to ea face o truss and position as shown above and on the mJointruetails, r/n ess noted otherwise. Refer to' ravings 1 0A- fors n rd plate positions- .ALPINE Alpine,a division of 1TW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build theAN IV COMPANY tr(russ Innuance �i ANSI�PI 1 or for ha dlin shi i ,inst Ration and bracin f tru sea on g��draw or ever p��e nstlng 1 drawing ndkates ac lance o� �m en--ginaerina rats ltty s� of r�e�si�rr shoWh. The u>F 1tAb0ity and rise of this thawing for any structure Is the responsibilny of the BuildDesigner per ANSUTPI 1 s c.2 8801 Folsom Blvd.,Suite 11:i --- - For more hdoni atbn see this Ion general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:wwwsbdndustrycom;ICC:www.icesafe.org Sacramento,CA 95826 SEAN:304532 785 HIPS Ply: 1 Job Number: 1218040 Cast:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.22303 Truss Label: C3 CY / RTT 12/07/2018 h 5, I- r 19 9, 25' r 6' I 12 4p^ sg 81.0 � us u oAXS -r — W. %3X5 E oro N ;:t W4 W No um is m K21 JI L�F 11131X5 a3X5 ss3X5 3X7 = 1113X5 24'9'12 V 5' I' 5, I 12' I 19' 5. 'I Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.072 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.126 C 999 240 K 1045 /- /- /446 /- /24 BCDL: moo Risk Category:II Snow Duration:1.15 HO LL: 0.022 B EXP:B Kzt:NA RZ( ) L 1074 /- /0 /467 I- /0 HORZ(TL):0.055 B Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misr.Criteria Creep Factor.2.0 K Brg Width=5.5 Min Req= 1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.756 L Brg Width=3.5 Min Req= 1.8 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.648 Bearings K&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.533 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 203 -882 C-D 307 -1391 Lumber B-C 307-1391 D-E 223 -969 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W4,W6 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading J-I 831 -157 H-G 900 -180 Bottom chord checked for 10.00 psf non-concurrent I-H 831 -157 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat A-K 256-1010 H-D 625 78 TC@ 24"or.. A-J 1019 -197 D-G 169 -457 J-B 171 -502 G-E 1017 -196 Wind B-H 700 -99 E-F 247 -961 Wind loads based on MWFRS with additional C&C C-H 144 -637 member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind �� op PROp . O� "G1Nr R �O 83294PE 41 Z OREGON /3� `V y 14,20 do e sell Tan' Renewal 6/30/2020 12/07/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 466 Trusses require extremecare in fa catin ,ha dli shipping,installin and brat np..Refer to arid follow the latest edition of BCSI(Buildi CORNELIUS OR 97113 ,ponenn Safety ntrmation,by TPI and SBCA)t)sae ractices ppior to performingg these nctions. Installers shall provide tempora (503j 35r-2118 EM bracing pppeeerrr BCSJ.Unless noted o-therwise,top chord shall have properly_attached Structural sheathing and bolt chord Ghali v attachiaa i t Ir. Locations shown torpermanent lateral restralInt of webs shhat have braanrt nstailors per Best sections t}3,Ba/or e1 , as app ill cab Aopfy piates topea �a eoot�truss and position as shown above and on the Joint-Details, un ess noted otherwise. (2efer to drawings 1 A-Z for standartl la ALPINE- Alpine,a division of ITW Buibin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in formance vit1�AaN�SITTPI 1,or hoafndlin shionina,illation and bracma���fQf_(ru persp seat on this drawl or rover tie "" "�"P^" hats t !awing, rte !tearing reeponsiWitry soiely for Me desjgn snoWh The sunabn and Else of this araveng for any s re is Ore responsibii of the Bunds Desi !terANSI/TPI 1 Sect. 8801 Folsom Blvd.,Suite 106 • For anwJ ceethisiabegeneralnofespageaneeteseweesees ALPINE:ww,N,.alpIneltw.cwm;7Pitpinstorg;S8CA:wwsbcindustry.can;ICC:www.iccsafeorg Sacramento,CA 95826 SEON:304535 T54 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.143723537 Truss Label: C4 CY I EDT 12/07/2018 I"' 210" 7 I 12' I 1T I 20'10" I 25' I 710" 4'Y 5' 5' 310" 4'2" 412 =4 C5 Ii 1.80X4 g4E 03X5 5! 9 =8Xg3X5 B F 0A4x5 i —T" 111.5`4 Zt To �� at im 1r1 r. Y M L K J 1 I=H -v =3X5 =3X7=3X5 =3X5 =5X5 m N — �� a l 113X5 111.5X4 1- 25' i 2'10" I 4'2" I 5' I 5' I 8 2'10" 7 12' 17' 25' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.130 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.221 D 999 240 0 1059 /- /- /455 /- /33 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.101 H - - H 1059 I- 1- /463 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.240 H - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Mlsc Criteria Creep Factor.2.0 0 Brg Width=5.5 Min Req= 1.7 TCDL:4.2 psf H B Width=5.5 Min Req1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.447 = TPI Std:2014 Max BC CSI: 0.643 Bearings 0&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.889 Loc.from endwall:My FT/RT:2(0)/4(0) t Chords Tenaximum s.Comp. Forces Chord Cords Per Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 380-1690 D-E 482 -2089 Lumber B-C 407-1770 E-F 442 -1926 Top chord 2x4 HF#2 C-D 482-2089 Bat cord 2x4 HF#2 Webs 2x4 HF StdlStud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1611 -344 J-I 1790 -345 Bottom chord checked for 10.00 psf non-concurrent L-K 1653 -316 I-H 1750 -416 bottom chord live load applied per IRC-15 section K-J 1790 -345 301.5. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC@24"oc. A-O 255-1021 D-K 116 -485 Wind A-M 1635 -360 K-E 451 -87 C-K 589 -113 F-H 465 -1878 Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. ..c oE0 PROFS 0.t, �OrlrYFF °o 83294PE 9 OREGON A�� `t+L5"14,200 t� !1 Ta Renewal 6/3012020 12/07/2018 "WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc, **IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extra care in fa satin hhaa ddI shi i instaliin and bracing..Refer toand follow the latest edition of BCSI(Building CORNEUUS OR 97113 omponet Safety Information,b TPI and SHUN or safetty practices par to performng these functions. Installers shallprovide temporary (503)357-2118 Ext bracin r SCSI,.Unless noted oTherwise,top chord shall have properi attached structural sheathin and bottom lord etiall Liav progeny attach Id ce1(mg. ecations shown for rmanent lateral restrat Sf webs shall have raanc�tns led p r BC s�cdons R3,�� or B1 u .�` gs app Ica pp y t to each face ot�truss an position as shown above and on the Join etas s, un ess note otherwise. Refer to rawmgs 1 A-Z"for sfandaard ate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be response a for any deviation from this rpwin a failure to build the ,v,rtn, „n,. snm f ce ANSI�P1 1, for ha dein she' i Inst ilati nngan gratin ru yq aI on 7 inr 'a or ver aity nd u of •aswing�any s ire is the respoon responsibilityBuildirt r�ANNSIITPI 1 Sec.22. - �i 8801 Folsom Blvd.,Suite 107 For more Information see thb job's general notes page and these web sites:ALPINE:www.aipineltw.com;WI:www.tphtst.org;SPCA:www.sbdndustry.com;ICC:www.kcsafe.org Sacramento,CA 95826 SEQN:304537 T31 HIPS Ply: 1 Job Number: 1218040 Gust R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.25797 Truss Label: C5 CY / RTT 12/07/2018 210" 56" 9' 25 210" I 2'6" I 3'6" I 6' I 3'6"18'6" I 6'6" m5X5 ..5X 4 5 12 O D 11.5X4 i! 11 1111.5X4 0e8X8 3X5 F '\1141, : re4X5r.....41111111149 -1-- =3X70 al IINII.'-- --/ M L rmaii■M„ - �* =3X7 .3X5.3X5. 8X8 113X5 m [V - - 1011 N 113X5 $1.5X4 i 25 1 210" 2'8" l' 6'6' 6,6" 2.10" I- 5'6" I_ 12' I 86,6" I 25' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.109 K 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.184 K 999 240 0 1077 /- I- /457 I- /41 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):B Kzt:NA (LL): 0.085 G H 1090 I- 1- /465 I- /- Des Ld: 42.00Mem Height 15.00 ft HORZ(TL):0.203 G - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=1.8 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.880 H Brg Width=5.5 Min Req= 1.8 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.521 Bearings 0&H are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.898 Members not listed have forces less than 375# Loc.from endwall:My FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 388-1679 D-E 413 -1641 Lumber B-C 404-1724 E-F 524 -1995 Top chord 2x4 HF#2 C-D 446-1711 F-G 461 -2027 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent M-L 1594 -343 K-J 1619 325 bottom chord live load applied per IRC-15 section I-K 1560 -310 J-I 1619 325 301.5. Maximum Web Forces Per Ply(lbs) Puffins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat A O 265 1039 I F 180 -448 TC all 24"oc. A-M 1615 -354 I-G 1761 -375 Wind E-I 533 -113 G-H 282 -1030 Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. ��� O PROpS ��� aGINE� 'o Lid83294PE 4. 9 OREGON la� SLY 14,2e� e weeff Tan'c Renewal 6/30/2020 12/07/2018 "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! T7uss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses Ire extreme care in fa tin h ndli shipping,installing.and bran Refer to and fellow the test edition of BCSI(Building OORNELIUS OR 97113 Com neer Safety Information,by TPI and'SBCA) r safety ractices pnor to perrfori Ting these unctions. Installers shall provide tempora (503)351-2118 Ext bras'1� r¢CSL.Unless noted o'therwisetop chord shall have properly attached structural sheatt)ing and bottgm chord shall hi v rop attached ceiling. Locations shown / rmanent lateral restraint of webs shat have bregnaIns[alled per SCI sections t}3�7 or B1 , �� as appUaaPl gqo�pty plates toeach face of truss and position as shown above and on the oln etalls, I n ess noted otherwise. Refer to drawings 160A-Z'forstandard plate positions. ALPINE Alpine,a division of ITW Buildin Compon nts Group Inc.shall not be responsible for any deviation from this drawing an failure to build the t uss in conforms ce ANSI/ P1 1,or o/ha dlin shi to ,in Ilan nand bracing of tru p sea on dna'Ynr or fiver page M. COMPANY tasting this grawMg Indicates nce dl nee°�n� res 3lbllity so ely oT r t de�lgn shown. The surcability and Use of this arming for any s re is fie resp bilil of the 6uildi Designer per ANSI!TPI 181c.Z" 8801 Folsom Blvd.,Suite 107 • For more inkelnelbnsee 6th Jonwere notes page and These web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA www.sbcindustry.com;ICC:www.ic safe.wg Sacramento,CA 95826 SEAN:304539 T59 HIPS Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DiwNo: 341.18.1437.31350 Truss Label: C6 CY / RTT 12/07/2018 I' 2'10" I 5'6" I 11' I 13' I. 18'6" I 25' 2'10" 2'8" 5'6" 2' S'6" 6'6" =5XX5 =4X5 4 12 $U-'� D MI1.SX4 111.5X4 03X5 O F .8X8 _ A,5��� billgaim.:3X10 �� 1_...... .......................-....s. =� -r- al /'8 _ "v =--3X7 a3X53X5 =8X8 83X5 15'4 •' N 113X5 1111.5X4 1 25' 1 2'10" 2'8" 6'6" 6'6" 6'6" I" 2.10. + 5.6. I 12' I 18'6" I' 25 "I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21,2 Ce:1.1 VERT(LL): 0.120 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.193 F 999 240 0 1165 I- 1- /457 I- /50 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.098 C - - H 1150 /- 1- /464 I- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.216 C - - Wind reactions based on MWFRS Mean Height:15.00 ft 0 B Width=5.5 Min Req1.9 NCBCLL:10.00 TOOL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Brg Width=5.5 Min Req 1.9 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.734 = TPI Std:2014 Max BC CSI: 0.500 Bearings 0&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.905 Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 401 -1841 D-E 416 -1564 Lumber B-C 425-1929 E-F 548 -2959 Top chord 2x4 HF#2 C-D 477-1972 F-G 471 -2248 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per P Webss 2x 2x4 HHF Std/Stud:W12 2x4 DF-L Std/Stud: ly(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1753 -355 K-J 1556 -283 Bottom chord checked for 10.00 psf non-concurrent L-K 1543 -279 J-I 1556 -283 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply fibs) Purlins Webs Tens.Comp. Webs Tens_ Comp. In lieu of structural panels use purlins to brace all flat A-O 275-1127 I-F 205 -514 TC@24"oc. A-M 1775 -366 1-G 1974 -383 Wind L-D 414 -82 H-G 291 -1089 E-I 681 -168 Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. ��0,0 PROpk,, O.5 4GiNE� i0 1� 83294PE �- OREGON AV `'LY 14.20 e, eeell Ta"*� Renewal 6/3012020 12/07/2018 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc, *"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fa ti handljn ,shipping,installing.and bracing. Refer to and fgllow the latest edition of SCSI(Buildi CORNELIUS OR 97113 ComponentSafety Information,b TPI and'SBCA)tOr sat ty ractices pnor to performing these functions. Installers shall provide tempora (503)357-2118 Ext bran r BCS).Unlss noted oo erwise,top chord shall have property attached structural sheathing and bottomford shall have_ prop° attache . Id ceiling. Locations s own for rmanent atom!restraint 5f webs shall have racingslu.1ns lied r C..I sections 63,B7 or B1 , as app Ical e. Apply dates to ach face otptruss and position as shown above and on the Join,Oetails, Unless ess noted otherwise. Refer to drawings 160A-Z for standard pate positions. ALPINE- Alpine,a division of ITW Butiidin myon nts Group In .shall not be responsible for any deviation from this rawin ,an failure to build the ANMNCOMPANY f� t�ANS�IPI 1 or or ha dli s�" i ,In llatl"on and bra ' p at dr� or lime p8o sn gIntra drravi ng� ndicates acceptance o�prnr�'ess��na en-.grN!ering responoely or�e design s1. Ttie suiM�iility and ii se of this drawing for any ciure is me responsiblIIt of the Minoring perANSUTPI 1 Sec.Z 8801 Folsom Blvd.,Suite 107 For more Information see this job's general notes page and these web sites:ALPINE:www.alpineltw.com;WI:www.tpinst.org;SBCA:www.sbdndustry.00m;ICC:www.iaaafe.org Sacramento,CA 95826 SEQN:304521 T55 SPEC Ply: 1 Job Number: 1218040 Cost:R7175 JRef:1WG071750008 FROM:IKE Qty: 5 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.37527 Truss Label: C7 CY / RTT 12/07/2018 i. 710" 54'4 17 166" 210" I 25"4 I 67'12 I 6'6" I 6. I -4x5 _ D 12 11'- 4 � �3)( 3x5 43)G5 sA c . TLKJ0'v 35= 37 3X5 114X6 83x5 1 1 0 ti 1 833X X5 tl11.5X4 I 25' 1 710' 264 F' 67'12 66' 710• I 5'4"4 I 17 -I 186" + 25 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:212 Ce:1.1 VERT(LL): 0.104 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.177 J 999 240 N 1059 I- /- /456 1- /54 BCDL: 10.00 Risk Category:II Snow Duration:115 HO LL: 0.087 F EXP:B Kzt:NA ) G 1059 1- /- /463 /- /- Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.208 F - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 N Brg Width=5.5 Min Req= 1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.652 G Brg Width=5.5 Min Req= 1.7 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.554 Bearings N&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.903 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)14(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 411 -1660 D-E 414 -1510 Lumber B-C 435-1741 E-F 477 -2030 Top chord 2x4 HF#2 C-D 413-1506 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non-concurrentL-K 1579 - 4 J-I 1876 407 bottom chord live load applied per IRC-15 section K J 1654 -351 1-H 1876 407 301.5. Maximum Web Forces Per Ply(lbs) Wind Webs Tens-Comp. Webs Tens- Comp. Wind loads based on MWFRS with additional C&C A-N 280-1022 J-E 161 637 member design. A-L 1598 -375 H-F 1772 -377 Left end vertical not exposed to wind pressure. C-J 101 -427 G-F 296 -1001 D-J 503 -62 419 PROFESS NCO „AGlisie• 40 . 11 83294PE p OREGON A -'r 14,20, "eel,Tan`1 Renewal 6/30/2020 12/07/2018 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of OregonInc **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses rebuke extremecare in fa tin handlin shipping,installingand bracing..Refer to d follow the latest edition of BCSI(Buildi CORNELIUS OR 97113 Composer Safety infrmation,by TPI and'SBCA)toy safely pactices p for to perforgmmg these unctions. Installers shall provide tampon (503)357-2118 Ext bran gg ppeer SCSI.-Unless noted otherwise top chord shall have properlyattached structural sheathing nd bottomchord hall have pe attachied said ceiling. Locations shown ) rmanent ateral restraint 5f webs shall have b an nst8�l ed per BC l sections B B7 pro as applicable. ApTates to each'race o truss and position as shown above and on the Joint-Uetai , Unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' �Arulpine,a division of ITW B lid's mponents Group Inc shall not be responsible for any deviation from this wing an failure to build the li sn�In-pgtf rmaPncge�vnit�f �PI 1,or for handhn shi m m ilati nand brpaocnin tru Ion]Q�! dna'wf!y�or er AN'TWCOMP^Y a OiseeLsof this drawing for any s re egres ity ° �9 per ° I I S ho""' Hu neon lance Of prsress�r�biCof�the Burt ��vier ANSU�TPI 1 Sic.s2. s 8801 Folsom Blvd..Sults 10; - Fe/mereinforme8 neee**job*pewit notes page awl time web tures:ALPINE:www.alpineaw.com;WI:www.tpinst.org;SBCA:www.sbcindustry•com;ICC:wwwicosafe.org Sacramento,CA 95826 SEQN:304649 T30 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1432.35733 Truss Label: D CY / RTT 12/07/2018 58" I 10' I 14' I 17'6" I 21'6" I 25'10° 296" 5'8" 4'4" 4' 3'6" 4' 4'4" 3'8" • 4 12 =6C IIII.5DX4 T2 E 3X5 =g F 0 T $4X8 6,,,, & 3X5 B G T3 3X10 ro i W4 vi, H 1 2X4(A1) rill X5 M...8X10 =6X8 92 =4X5 III H0710(rui E5) 0 3X7 I--2' j 27'6" i 2'2"12 7'9"4 4' 3'6" 4' 8' I' 2'2"12 I 10' I 14' + 17'6" I 21,6" I 29'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loo L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.320 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.540 K 606 240 N 2274 /- /- I- /36 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.077 J - - 0 2614 /- /- /- /62 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.185 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 N Brg Width=5.5 Min Req=2.1 0 BrgWidth=5.5 Min R Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.939 eq=2.8 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.894 Bearings N&0 are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.954 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0y4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 B-C 84-4418 F-G 150 -5914 Lumber Wind C-D 135-5849 G-H 186 -5523 D-E 135-5847 H-1 194 -5592 Top chord 2x4 HF#2:T2 2x4 DF-L 2400f-2.0E: Wind loads and reactions based on MWFRS. E-F 175-6841 :T3 2x4 HF SS: Left cantilever is exposed to wind Bot chord 2x6 DF-L#2:B2 2x6 DF-L SS: Webs 2x4 HF Std/Stud:W4 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.000' Chords Tens.Comp. Chords Tens. Comp. Bracing N-M 3612 -109 K-J 5566 -136 M-L 4179 -77 J-I 5069 -172 (a)Continuous lateral restraint equally spaced on L-K 6778 -174 member. Special Loads Maximum Web Forces Per Ply(lbs) -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 0.00 to 65 plf at 17.44 N-B 201 -4061 E-K 848 -215 TC:From 32 plf at 17.44 to 32 plf at 21.50 B-M 628 0 K-F 1662 -48 TC:From 65 plf at 21.50 to 65 plf at 29.50 BC:From 20 plf at 0.00 to 20 plf at 17.44 C-L 2159 -74 F-J 528 0 BC:From 10 pIf at 17.44 to 10 plf at 21.49 L-E 78-1336 J-G 697 -46 BC:From 20 plf at 21.49 to 20 plf at 29.50 EQ PROP BC:BC:1422 lb 314 lb Conc.Load at 19..Load at 44 ''k �OIL strj BC: 820 lb Conc.Load at 21.49 ac9 4. �N E-4. O 41 - Loading ', Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Puffins In lieu of structural panels use purlins to brace all fiat A6 I/at le to � TC @ 24"oc. ea a IS Tao t Renewal 8/80/2020 12/07/2018 '"WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tess Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,hhaandd((n sh i installingand bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI an SBCA)fir safely practices prior to performing these functions. Installers shall provide terhpora (503)357-2118 Ext brawn r BCSI,Unless noted otnerwi top chord shall have propel attached structural sheathingrid both Nord shall f1avt9 proQerOy attach�, Id ceiling.eLocations shown for permanent lateral restraint 5f webs shall have b an Instal ed per BCS sections t�}33 or BB11 as app Ica . Apates to each face of truss and position as sown above and on the reJoinfgDetails, unless noted otherwise. Refer to drawings 1 A-Z forstandard plate positions. A LPI N E Alpine,a division of ITW Buifd'n mponents Group Inc.shall not be responsible for any deviation from this drawing,a failure to build the mnwCOMPANY' tru a mt nf$rma toe crit �PI 1,or=ur h tdling sh io iai in 0ieerinmand bracin r r st wagon 011?dr8�or cover pa e1IHy 11 nit rip, acceptance Err rocess ria eft n8e 6 f@spon sOt@IY Tor a des�pn s 7M sill and rise of this drawing for any structure is lite responslbilit of the hiding Design r per ANSUTPI 1 Sb_c,2. 8801 Folsom Blvd.,Suite 101 For more Information see this job's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpl st.org;SBCA:www.sbdndustry.com;ICC:www.icrsafe.org Sacramento,CA 95826 SEQN:304498 T27 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.41710 Truss Label: D1 CY I RTT 12/07/2018 21121 8'4"12 I 12' , 19'6" I 23'1"4 29'6" 2'1"12 6'3" 3'7"4 7'6" 3'7.4 6'4"12 _50 s5 -7 e * — T2 4 12 III 1.5X4 ■ 1111.5X4 11411.•/ F. "r s64BX5 �3X1G T A s W2 W9 �' �T hr 2X4(A1)111.5X4 =6X8 =3X5= 3X5- 8X8 11113X5 I"—2' 1- 27'6" 1 2'192 6'3" T4"4 7'4"4 g'4"12 Z1"121 8'4"12 I 15'9" I 23'1"4 I 29'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.138 J 999 360 Lao R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.234 J 999 240 M 1393 /- I- /622 I- 149 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.031 H - - H 1179 /- I- /508 I- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.074 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code!Misc Criteria Creep Factor.2.0 M Brg Width=5.5 Min Req= 1.9 H BrgWidth=5.5 Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.921 Req= 1.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.592 Bearings M&H are a rigid surface. Re Fac:Yes Max Web CSI:0.873 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 B-C 492-2153 E-F 546 -2205 Lumber C-D 546-2098 F-G 486 -2247 D-E 463-1930 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet: Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W9 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading L-K 1844 -379 J-I 1868 -362 Bottom chord checked for 10.00 psf non-concurrent K-J 1844 -379 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat TC @ 24"oc. M-B 368-1285 I-F 170 -444 B-L 1728 -327 1-G 1975 -400 Wind L-D 388 -63 G-H 299 -1122 E-I 504 -90 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 'C�'�C°O PROP , O, ' �aGiNE4 i0 JL4. 83294PE oil p OREGON I4 47/LY 14,sow 0 eaeft Tart Renewal 6/30/2020 12/07/2018 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ina **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fab tin handlin shipping,installing and brae n Refer to and follow the latest edition of BCSI(Buildi CORNEUUS OR 97113 Component Safety Information,b TPI and'SBCA)for safety practices prior to perteormin these unctions. Installers shal provide terhpora (503)357-2118 Ext brad r BCS).Unless noted o erwise,top chord shall have properlyattached structur sheath= n bolt chord shall haveprose attache rod cel ng. I, . ens sown forfpermanent lateral restraint 5f webs shall have bradngins/al ed r BCSI sections 133,B7 or B1 , as applicable. Apply plates to each face o truss an position as shown above and on the oin etails, Unless note otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW B iIdin Components Group Inc.shall not be responsible for any deviation from this drawin ,an failure to build the nn COMPANY trussl in confdrawiormance with wi��d�iC/�atNYSII P1 11aem�or for ha dplirn .sshS' in Insgt�Rationn and brpaacin�q�ryussgs�j 1 onthe�hs�fgdra ri an Venial. er and ii see of this tarawing for any structure Is AIe respon Hsibility of the Buii�ding Deesiigner�per"ANSIITPI 1 sec 8801 Folsom Blvd.,Suite 101 -- For mons tne motion see tMs lob's getter*notes page ado mese web sites:ALPINE:www.8Tpineliw.com;WI:www.tpinst.org;MCA:www.slxindustry.com;ICC:www.ocsafe.org Sacramento,CA 95828 SEQN:304494 T29 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.46103 Truss Label: D2 CY / RTT 12/07/2018 2112 8412 14' 17'6" 23'1"4 29'6" 71121 6'3" I 57"4 I 3'6" I 5'r4 I 6'412 ") _4X5 —4E 12 " S 4 V 03X5 3X5 C F in 03X610 4X8(`G) TT A ! W2� �. i r ...... �I 4 —2X4(A1)1111.5X4 1114X8 =5X10 =3X5 1114X8 1113X7 1 [--2' 1 27'6" A 21"121 6'3" I 5'7"4 I 36" I 57"4 I 6'412 I- 2'1"12 8'412 14' 17'6" 23'1"4 29'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.153 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.245 J 999 240 M 1452 /- /- /623 /- /58 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.038 H - - H 1271 /- /- /509 I- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.084 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft Code I Misc Criteria Creep Factor.2.0 M Brg Width=5.5 Min Req=2.0 TCDL:4.2 psf H BrgWidth=5.5 Min Req2.1 Soffit: 2.00 BCDL:6.0psf Bldg Code: IRC 2015 Max TC CSI: 0.854 = Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.543 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.958 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 497-2377 E-F 465 -1970 Lumber C-D 468-1949 F-G 508 -2468 D-E 479-1772 Top chord 2x4 HF#2 Bot chordHF #2Maximum Bot Chord Forces Per Ply 2x4 HF Std/Stud:W2,W10 2x4 DF-L Std/Stud: (lbs ) Chords Tens.Comp. Chords Tens. Comp. Plating Notes L-K 2194 -437 J-1 2288 -437 ("11 plate(s)require special positioning.Refer to K-J 1775 -314 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent M-B 377-1337 J-F 143 -560 bottom chord live bad applied per IRC-15 section B-L 1872 -360 I-G 2169 -405 301.5. C-K 119 -467 G-H 308 -1212 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Ea PROF Wind ,��F, FS'� Wind loads based on MWFRS with additional C&C ��s; ��G t N EFS X09 member design. 83294PE Left cantilever is exposed to wind 4.c „„„,...--- OREGON OREGON 1),c, ``Li,14,20� e sett Tao`s Renewal 6/30/2020 12/07/2018 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 T7'russesreqtire extra[ care in fa satin ,handlin shipping,installing,and bracin Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI anti SBCA)fbF safety practices phot to performing these functions. Installers shall provide terhpora (503)357-2116 Ext bracing per¢CSI.,Unless noted o erwi top chord shall have properly attached structural sheathingend bottom chord shall v pro �v alta hew mai i Ceilmg p o Q Dons shown fo�tpermanent latgrai restraint of webs shall have braano ins alled r 8C51 sections S3�� or�10 �` s a tca Y lat s to each face o truss and posdlon ass own above and on the JoinfDetails, Mess noted otherwise. Refer to ALPINE- Alpine, drawings 1suA- fors n rd plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawinpp,an failure to build the q„f,C . Ins in s�nfomlance w' ANSI TPI 1,or for ha tilt bowing,installation and b ( pea on drawlryo or er papa Ilstltlg mis drawing,Iridrfcates acceptance of A tonal en ineenng res on 1 so a Tor a design s outh. me s1t®bility 8801 Folsom Blvd.,Suite 10i andnese of this giawitlp for any ft'IMue Is them .VNInTof the Hldldi�p per ANsimn 1 SISC 2 Sacramento,Folsom BlC95826,suite • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinet.org;SBCA:www.sbdndustiy.com;ICC:www.lccsafe.org SEAN:304491 T4 SPEC Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.52767 Truss Label: D3 CY / RTT 12/07/2018 21"121 8'412 159" ( 23'1"4 ( 296" 2H '1"12 6'3" T4"4 7'4"4 6'4"12 E565 _ sit 12 4 p $3X5 a3X5 C E S in C 03X7 • B 3X10 A i W2 W8 F 2X4(At)1111 5X4 1114X8; =3X5 E3X7 1114X8 1113X7 f.—"2' 1 27'6" A 2'112 53" T4"4 7'4"4 5412 2'1121 5412 f 15'9" I 231.4 f 296" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.134 I 999 360 Loc R+ /R- /Rh I Rw /U /RI BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.227 I 999 240 L 1348 I- /- /622 /- /65 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.034 G - - G 1152 /- I- /508 /- /- Des Ld: 42.00 EXP'B Kzt:NA HORZ(TL):0.082 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.2.0 L Brg Width=5.5 Min Req= 1.8 TCDL:4.2 psf G B Width=5.5 Min Req= 1.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.662 Bearings L&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.886 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 503-2175 D-E 461 -1710 Lumber C-D 443-1708 E-F 529 -2262 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(Ws) Webs 2x4 HF Std/Stud:W2,W8 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. :W4,W62x4HF#2: K-J 2016 -445 I-H 2101 -457 Loading J-I 2016 -445 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind L-B 383-1235 I-E 170 -671 Wind loads based on MWFRS with additional C&C B-K 1804 -384 H-F 2006 413 member design. C-I 156 -591 F-G 316 -1096 D-1 565 -67 Left cantilever is exposed to wind �o 0 PRoS o�� �G1NE. �P �p zi 83294P€ OREGON 1J4 �Ly 14,20� 0 eeeli Tar c Renewal 6/30/2020 12/07/2018 "WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc. "`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses regtiire extra care in fabncatin handling,shipping,installin .and bra ng. Refer to and fellow the latest edition of¢CSI(Building CORNELIUS OR 97113 Component Safety Inorrmation,by TPI and'SBCA)ffor safety ractices pgnor to perfforming these unctions. Installers shall provide terhpora (503)357-2118 Ext braahg per SCSI.-Unless noted otherwise,top chord shall have properly attaches!structu7al sheathi d bolt chord shall hav attached n-gid ceilin plates shown forpermanent lateral restraint of webs shall have bractspins Reit per SCSI sections 63,Bt prom as applica e. Appy lates to each ace o truss and position ass own above and on the Joint Detat s, unless noted otherwise. Defer to drawings 1 OA-Z forstandard plate positions. ALPINE' Alpin@,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this r wing,an failure to build the truss in f rmafice mit ANSI/TPI 1,or for handling sh in ,installation and bracin f tru s sea on Pith drawir�o or er pasreAN IT W COMPANY Usti t 'drawi �"'nd'icates ac tance of pra>�s'tons eng responsibility s for me deelm shoWfn. The us IMeility and Use of this drawing for any structure is Bte responsibility of the Building Designer per ANSUTPI I Sac.2. 8801 Folsom Blvd.,Suite 10: -- - For inereiniemleMon aeeNtie tob'e general notes page'or/Steenweg sties:ALPINE:www.alpineltw.00m;TPb:www.tpinst.org;SBCA:www.sbcindustni corn;ICC:www.icosafe.orp Sacramento,CA 95826 SEON:304629 T39 HIPS Ply. 1 Job Number. 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1434.05840 Truss Label: E CY / RTT 12/07/2018 6' I 10' I 13'10"8 6' 4' 3'10"8 12 -5X12 =4X5 T 4 L.,-(t �pXS v E N 1 1' 4 1 2X4(A1) 1: 1H G 0-2X4 11I3X5 =3X5 1113X10(E5 ) I-2' k 11'10"8 i 2'4"12 1 3'7"4 4' 3'10"8 HI-2'4"12 6' 10' I 13'10"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.045 F 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.076 F 999 240 H 1036 /- /- /- /47 6 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 F - - I 788 /- I- I- /45 /- Des42.00 EXP:B Kzt.NA Des HORZ(TL):0.042 F - - Wind reactions based on MWFRS DLd: :10.00 Mean Height 15.00 ft TCDL:4.2 psf Code f Misc Criteria Creep Factor.2.0 H Brg Width=5.5 Min Req= 1.5 I BrgWidth=- Min R Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.661eq=- TPI Std:2014 Max BC CSI: 0.505 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h!2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.664 Loc.from endwall:My FT/RT:2(0y4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 B-C 86-1251 D-E 101 -1403 Lumber C-D 93-1356 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply lbs Bot chordF HF Std/Stud#2 Chords Tens.Comp. Chords Tens. Comp. 2x4 P. :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' H-G 1231 -80 F-E 1257 -87 Special Loads G-F 1199 -80 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply From 65 plf at 0.00 to 65 plf at 6.00 (lbs ) TC:From 32 plf at 6.00 to 32 plf at 10.00 Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 10.00 to 65 plf at 13.87 H-B 128-1630 G-B 420 -5 BC:From 20 plf at 0.00 to 20 plf at 6.01 BC:From 10 pif at 6.01 to 10 plf at 9.99 BC:From 20 Of at 9.99 to 20 plf at 13.87 BC: 304 lb Conc.Load at 6.01,9.99 BC: 197 lb Conc.Load at 8.00 Loading Bottom chord checked for 10.00 psf non-concurrent 3bottom chord live load applied per IRC-15 section 01.5. ��Reo PROFFss Purlins �s� �aG 1 N e'4,- ,o In lieu of structural panels use puffins to brace all flat k/ 83294PE TC©24"oc. _ Wind Wind loads and reactions based on MWFRS. OREGON Left cantilever is exposed to wind rL+ 4 SLY 14,Zed° cw eeelll Tan' Renewal 6/30/2020 12/07/2018 "WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extra care in fa tin handli shipping,installing.and bracing.,Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety information,b TPI and'SBCA)Mr safety actices nor to perfomng these functions. Installers sharovide terhpora (683)357'2118 Ext bracing pppeeer¢CS!._Unless noted o erwise,top chord shall have props attached structural sheathingnd bottchord shall haveprogeny attacbr r id ceilin ovations s own forpermanent lateral restraint wens shall hay bragnonstal ed per BCSI sections 163,B7 or B10y /� as apprica Appy ates to each face o truss and position as Shown above and on a Jointetalis, Unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. ALPINE' Alpin@,a division of ITW Buildin �mponents Group Inc.shall not be reaponsible for any deviation from this ddr swi ig,a y failure ttro buildilthe AN ITW COMPANY s in gf$rr ce rrt ANSI PI 1,or for ha�rd6'ng, turitn�,i :etivMand bracurllttwY ryi fo t°hde I d`$ Wt,or Tt��sUit bony ff�t t11� ng, acceptance prates na en neer)8 upon tfeso r e s gn s and vise of this drawing for any struc re Is me respons bii of the wlding_D�f�_r per ANSIITPI 1$bc 2 8801 Folsom Blvd.,Suite 101 For more to on anon see this job's general notes page and these web sites:ALPINE:www.aipineitw.00m;TPI:www.tpNat.org;SBCA:www.sbcindustry.com;ICC:www.icrsafe.org Sacramento,CA 95826 SEQN:304667 T48 SPEC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1434.16723 Truss Label: El CY / RTT 12/07/2018 r 8' + 13'8"8 410"8 8' 5'8"8 =5X7 T 12 B 4 p mew T2 En --.3X5 CD 444, T L _11- d _L 2X4(A1) -"H G F E 01.5X4 =3X5 1113X5 I---2' 1 11'10"8 i , 2 2712 , 5'9"4 5'8"8 2'2"12 8' 13'8"8 13'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:8 PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.034 H 775 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.083 H 423 240 H 715 /- /- /336 I- /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 ID - - E 521 I- 1- /214 /- I- 42.00 EXP.B Kzt:NA Des Ld: HORZ(TL):0.020 D - - Wind reactions based on MWFRS Des d: :10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor 2.0 H Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf E BrgWidth=- Min R Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.928eq=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.502 Bearing H is a rigid surface. Re Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Fac:Yes Max Web CSI:0.975 Loc.from endwall:Any FT/RT:2(0y4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 A-B 599 -343 B-C 198 -581 Lumber Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-H 382 -482 H-G 491 -132 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. H-B 466-1027 C-F 202 -469 Wind G-C 424 -93 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind ��,,, PRQpe, 0co x(31 N q. IO ,w4 83294PE 7 OREGON .e� r(ew0'14,20� m even Ta"- Renewal 6/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. '"'IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses Ire extra care in fa satin ,ha din ,sh i in$tallin .and bracjng. Refer to and follow the latest edition of SCSI(BuildingCORNELIUS OR 97113 Component Safety Intormabon,b I and sidC t�r sa e y practices phor to pertorining these nctions. Installers shall provide terhporai (503)357-2118 Ext brae r SCSI,Unless noted ooherwise,top chord shall have proper) attached structural sheathingandd bott chord shall ha v proft attach xi ceiling. Locations shown for permanent lateral restraint webs sneall have brean ms lled r SCSI sections 1103,�.' or B10y as app icable. Apply plates to each face of truss and position as shown above and on the Joint-Detaiis, Unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss rn rtnance ANSInr2.e1p,or or handlin shi r inet Ilati°n and brpaocin r`u sryp al on st�dl'8w� or er """ 0h and Ise of this ' wilt ng for any Zu t"re is the respilitrorfhe Buildi rf g iglfer per"ANNSUUTPI 1 S8c.sZ. " m' 8801 Folsom Blvd.,Suite 10i moreIKommllat z ee lPos General naltslulde and fi63e Wet sites ALPINE:www.910h1sQlv.com;WI:www.tpmst.org;SBCA:www.sbdndustry.c om;ICC:www.iasafe.org Sacramento,CA 85826 SEQN:304428 179 HIP_ Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 4 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.54733 Truss Label: FG _ CY / RTT 12107/2018 1'11'12 !;;8'72 Q'7I 3 629 80 2n3 12ro 3 � H 41IL I �f} 12'11.12 -I Z L11111,�I12 4b"4 6'0'3 sol 12;04 1 3 8 2'0'3 '12h1'12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udell LJ# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ I R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.000 H 0 240 A• 2 /- /- /- /- /- Category:NA BCDL: 10.00 Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=155 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 HORZ(TL):0.000 H - - Bearing A is a rigid surface. Mean Height:NA ft NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor 2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.006 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Stet/Stud:M4,M5,M6 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. �vrC.O PROFS,%tS O.5 ,aGtNF� *O I La/ 832g4PE '9 4. ORE14,GON iec 13 `4V 40# %t$en Ta0. Renewal 6/30/2020 12/07/2018 ""WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. '"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fa atin ,handl' shipping,instailin _and brae ng. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety information,by TPI and SBCN rb�sae pactices pgrlor to performing these functions. Installers shaprovide tempo/ (503)as7-2118 Ext brawn r BCSI._Unless noted olnerwise,top chord shall have propew armed structural sheathin nd bottom chord shall have prope attach�. id ceiling. Locations shown for permanent lateral restraint of webs shall have bracinains Iled per BCSI sections B3 B7 or 81, �� as app lical5e. Apy plates to each face of truss and position as shown above and on a oin eta; , unless noted otherwise. Refer to ALPINE' drawings 160A-Z forstandard pate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,a failure to build the ANawOOnxwNr INS in cew�(�ANSIITPI 1 or for hatidlingg,,sh" i instaalilatioon and bracin tru 4p on I�dra���,,yy�i�vtttl or cotrer e andng t to dna Indicates accallfance oT proresrdonsibil gfneeroirt� respon lti srpely o> r desisgt 21 11. The $Ilny and use of thisliawtng for any s ructure Is the responsibil�iYy of the Bu lding Designer per ANSUrPI 7 Sbc.2. 8801 Folsom Blvd.,Suite to For more Information see this jobs general notes page and these web sites:ALPINE:www.alpineltw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.Iccsate.org Sacramento,CA 8382E SEQN:304431 756 HIP_ Ply: 1 Job Number. 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.56427 Truss Label: FG1 CY / RTT 12/07/2018 619 1±1;951 F —! T:14 2179 4'119 5513 1'873 6119 102.111) 1711'5 dv 7 . e4 I 7 I I 21272) 6,3x5 E ii +2 12.55 7 1111\b4.3x5(`) A T T °111j12.85 p ,. _ 12 6630(5 �2X°(D8R) I. -1711'5 l P4 r 7 r 7 7 19P125 °17 s1 Y119 l °•179 l 6119 ! 6119 l 18'719! +217'8' Itre Loading Criteria(ref) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pt 21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- I Rh /Rw I U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.195 J 672 240 A* 12 /- /- /- /- /- Category:NA BCDL: 10.00 Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=24.0 Min Req=- EXP:NAKzt:NA HORZ L:0.203 E - - BearingA is a rigid surface. Des Ld: 42.00 Mean Height:NA ft � ) g NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.083 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.108 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.012 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. Shim all supports to solid bearing. / GlN O PRop. �F 'o .4/ 83294PE 10 ti OREGON /3G '/LY 14,20# itZt eaeII Tar 4 Renewal 6/30/2020 12/07/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Inns Components of Oregon,Inc. *IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fa tin h ndli shipping,instaltin .and bra ng..Refer to and follow the latest edition of BCSI(Buildi CORNELIUS OR 97113 Conlponent Safety Information,byy,TPI and'SBCA)tor saety ractices prior to performing these unctions. Installers shall provide tempora (503)357-2118 Ext braan r)3CSI..Unless noted olherwise,top chord shall have prope attached structural sheathin and bolt hord shall av pro attachnSttd ced ocations shown for rmane t lateral restraint 5f webs shall hav b an ns lied 'Ness sections 3,�a/ or�1 , s applit able. Ap y later to each fans ot�truss and position as shown move and on a JoinfDetal s, un ess noted otherwise. Refer to ALPINE' /11111 , drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,a failure to build the r1^WCOa11YANY nign {� nags cikANSUTPI 1 or for ha dlin shi i ,installs' n and bracin p tru al on dr: or writs* a4. tt t f arawalr anY p respo na inee respon g,l f or the �n s�. Tire s1lImWitty uctu the responsibile of ih uildltrg DesigrSer per ANSUTPI 1 S C.2 8801 Folsom Blvd.,Suite 101 —_ • For more information see this job's general notes page and these web sites:ALPINE:www.alpinefix.com;TPI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.iasafe.org Sacramento,CA 95826 SEAN:304433 736 HIP_ Ply: 1 Job Number: 1218040 Cast:R7175 JRef: 1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1437.58080 Truss Label: FG2 CY / RTT 12/07/2018 2' , X41'1112 4' 585 TS"i 9'5'1 11'4.13 4 a ! r 15re F 185 r 1'11 12 ! =4x5 _ D 11 12 i 12.65 r /2x4tD8R) .412X4(138R)M, G 11'413 -1 T44 I. 74' 5'8"8 1:86 1T'85 1_ 2' 1'11.123 1'11%2 I 5"i 9'St I 11'4"13 q•4 2' 1151 Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.000 L 999 240 A* 2 /- I- /- /- /- BCDL: 10 00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=137 Min Req=- EXP:NAKzt:NA d:L Des 42.00 HORZ(TL):-0.000 H - - Bearing A is a rigid surface. Des d: :0.00 Mean Height:NA ft TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.001 Loc.from endwall:NA FTIRT:2(0y4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. oi.ep PROp " ID 83294PE OREGON 4.z, LY 14,20°° *eel!Tan'c Renewal 6/30/2020 12/07/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require ewe cafe in fa do h ndll shipping,installing.and bracing.,Refer to and follow the latest edition of BCSI(Buildi CORNELIUS OR 97113 Component Safety information,byt TPI and'SBCA)fix saety ractices pnor to pe ormng these functions. Installers shalprovide tertipora (503)357-2118 Ext brad th r BCS)..Unless noted o"tj3erwise,top chord slyal)have properly attached structural sheathi n bottom rd shall Fjav prose attach ngid ceding L dons sr�own for permanent ateral restragnt 5f we s shall have bragn nsta�l unless sections @3,�a/ or B10Y �� s app Icap� gq1pPly fates to ac face of truss an positron ass own above and on the Jotn etalls, un ess note otherwise. Refer to ALPINE swings 1 �A-Z'for s ndard pate positions. Alpine,a division of ITW Building.Comyon nts Group Inc.,shall not be responsible for any deviation from this rawing,any failure to build the Alma unm4r garsn 9in rrf$r trce i ANSUa c 1,or for h poling,shllia inst�l)atiAn and bra ssesp seal on i drayritig or r ver paftti and Fixe this a ac fence or tiroress na en nee nst resrprstons r per ANSI/TPI 1 secc 2 8801 Folsom Blvd.,Suite 107 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SSCA:www.sbdndustry.corrr,ICC:www.icc safe.org Sacramento,CA 95826 SEAN:304435 T46 HIP_ Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DtwNo: 341.18.1437.59643 Truss Label: FG3 CY / RTT 12/07/2018 C2' 211"8 3'119 5'1013 5319 4 1'11"12 I- 11'8 ' 11"s (" 11192 "4 =3X5 C -r 12 12.65 7 c. .2X4(D8R) �ZX4(D8R) i j • I' 5'10"13 4 1'11"121'11"1 1'11"12 4 11"4 2' I 3'111 I 5'1013 511"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.000 G 999 240 A" 2 I- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - :0.000 - HORZ(LL): EXP:NAKzt:NA Des Ld: ( ) A Brg Width=71.1 Min Req=- 42.00 HORZ(TL):-0.000 F - - Bearing A is a rigid surface. Des d: :0.00 Mean Height:NA ft TCDL:NA psf Code I Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.000 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. OLEO PR©p G4' aG%N FF �0 83294PE la p OREGON �( � fly 14,20' tb eee!i Tao't Renewal 6/30/2020 12/07/2018 ""WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in faticating, andling,shipping,inStailin ,and bracing..Refer to arid follow the latest edition of BCSI(Buildi(1g CORNELIUS OR 97113 mponen Safety Information,by� Ian 3BCAA)for safety ac6oes prior to�rforng these functions. Installers shal�provide tempora (503)357-2118 Ext bracing per BCS.Unless noted oplerwise,top chord shall have properly attached structural sheathi and bolt chord shall v propelrl0y attach�0 riod ceiling. Locations shown for rmanent lateral restraint of webs shall have br gnfLlns gilled per SCSI sections B3,B7 or as appiica Apply plates to each face of truss an position ass own above and on a Joint-Details, un ess noted otherwise. Refer to' drawings 160A-LZ,for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss in f mtancewith ANSI PI 1 or for handlin shi in ,inst Ilatt'on and bracin tryu 1 on "s�dnra orcoverage. """�''COMPAN'' annddn'esee of thi ng' wing forays �`re is the responsisibili o 'tguiw Desig"rie aiy NSu P1I11�Sgc.2. Im' 8801 Folsom Blvd.,Suite 107 • FetesrefaformatInn fm's-9ener'at notes page and these web Mos:ALPINE:www.alpinefw.00m;TF1:www.tpinst otg;SBCA:www.sbclndustry.com;ICC:www.iccsafe.wg Sacramento,CA 95826 SEAN:304637 17 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 34118.1434.33637 Truss Label: G CY / RTT 12/07/2018 f' 8' I 14' 20' 8' -1 6' 6' 12 =6X612 =-5X5 - 4 p �i T3 3X5 D W1H ` E 2X4(.01) I G F III 1.X4 1114X8 Ii16X110(E5) [- 2' A 18' A 2'6"4 1 5'5"12I 6' I 6' 2'6"4 8' 14' 20' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Its) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.123 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.209 F 999 240 I 1329 /- /0 I- /21 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.034 F - - J 1490 /- /- 1- /41 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.096 D - - Wind reactions based on MWFRS Mean Height 15.00 ft Code/Misc Criteria CreepFactor.2.0 I Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 Soffit: 2.00 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.686 J Brg Width=5.5 Min Req= 1.6 BCDL:6.0 psf Bearings I&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.653 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.554 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:2(0)/4(0} Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 89-2840 D-E 113 -3109 Lumber C-D 99-3058 Top chord 2x4 HF#1&Bet.:T3 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF- #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W1 2x4 DF-L Std/Stud: :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' A-H 529 -223 G-F 2095 -56 Bracing H-G 2103 -51 F-E 2846 -91 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads H-B 102-2170 C-F 740 0 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-F 848 -37 TC:From 65 plf at 0.00 to 65 plf at 20.00 BC:From 20 Of at 0.00 to 20 plf at 20.00 BC:1110 lb Conc.Load at 13.99 Loading Bottom chord checked for 10.00 psf non-concurrent b301.5.ottom chord live load applied per IRC-15 section �4_so PROP -6,‘ .(,Purlins ��� 944G 1 N F� i� In lieu of structural panels use purlins to brace all flat jt/ 83294PE �v TC 01024"oc. ' Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind OREGON /0, rel, 14.26e C see!!Tal"'i Renewal 6/30/2020 12/07/2018 '*WARNING'"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extremecare in faI Wing,h dli shipping,installin .and bracing..Refer to and follow the latest edition of SCSI(Buildi CORNELIUS OR 97113 Component Safety Infrmation,b TPI and SI3CnA) r safety practices pnor to performng these unctions. Installers shallprovide terhpora (Sm)357-2118 Ext bracing per)3CS► Unlessattached proper sown ffoorDDeermanent lateral restraintt�of webs shall have bracinc�Ins� � r BC5I sections B3 B7 or , as applicable. Appfyi ates to each face of truss and position as shown above and on the JoinTUetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 60A- forstandard plate positions. tra division of ITV)/B iIdin mponents Group Inc.shall not be responsible for any deviation from this ddrraswin ,a(h failureto build the N frW COMPANY Iisrng i s m 'nscet'racat sir/' l 1,Qr forfesirdfi hi zina in latt�nr d bracl"i ss ttO't'he"A I gd�lat i t llerstallny and use of this clawing for any se nse 1�1e res ra en rree resmP$on s r s gn s responslbii of the uild Des r per ANSUTPl1 Sic.2. 8801 Folsom 81vd.,Suite 101 For more information see this lob's general notes page and Mese web sites:ALPINE:www.alpinefw.com;WI:www.tpinst.org;SBCA: www.sbdndustry.com;ICC:www.laaafe.org Sacramento,CA 95828 SEQN:304598 T45 HIPS Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DtwNo: 341.18.1434.41523 Truss Label: G1 CY / RTT 12/07/2018 5'3" 10' , 12' , 20' 5'3" 4'9" 2' 8' =4X5 -. 1105013 S T72 i 4 V' P. mawt 3X5 B T3 €o in 4X5 E A W6 �� T 2X4(A1) _:I H G F 00-2X4 =3X7 =3X5 1113X5 2' 1 18' 1 22127'9"4 2 8' 2'2"12 { 10' 12' f 20' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deti!CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.050 D 999 36() Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.081 D 999 240 I 1005 /- 1- /450 1- /41 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ EXP:B Kzt:NA (LL): 0.016 E F 794 /- /- /328 /- /- Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.035 E - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 I Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.947 F Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.539 Bearings I&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.915 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 B-C 305-1126 D-E 314 -1264 Lumber C-D 318 -996 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 HF Std/Stud:W6 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading I-H 1102 -310 H-G 1118 -238 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Purlins I-B 573-1585 E-F 238 -724 In lieu of structural panels use purlins to brace all flat G-E 953 -182 TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 0 PROp ,osSS. 0,GINe . O� 1L/ 83294PE yIC OREGON �4 e''LV 14,2e�' e *Sell Tao ,t Renewal 8!30!2020 12/07/2018 **WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses regr�ire�extremecare in fa ti ,ha dlin ,shipping,installing and bracing..Refer to and follow the latest edition of SCSI(Build) CORNELIUS OR 97113 Component Safety infrmation,b TPI and SBCA)fOr safety rachces prior to performing these unctions. Installers shat)provide tempora (503)357-2f 18 Ext bream!per¢CS)._Unless noted o�ierwise top chord sall have properly attached structural sheathi and bottom chord shall havQ pros attached td ceiling. Locations s own forpermanent lateral res mt webs shalt have an ins lied per BC (sections¢3 e7 or B1 , �� as appli e. Apply t to each faceoff truss and position as shown above and on the`�oint9Detai unless note otherwise. Refer to ALPINE' drawings 1 OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the �Rn truss in con f rmapce wit ANSII/�'PI 1,oraforfohaafndlin shi nnng,installation and bracin trusses a on s drA o or mover aaae anted Useng o �thiss arawln or anyas pr� nng ray scary for to design shoWh. The sulmbil 9 'More is the responslbil of the uildi g Designer per ANSI/TPI 1 S8c.2. 8801 Folsom Blvd.,Suite 101 - Fee this jobb gene*notes page anethese wet silss:ALPINE:www.aipineftw.com;WI:www.tphat.org;SBCA:www.sbcindustry,com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304606 T63 SPEC Ply: 2 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1436.03313 Truss Label: G2 CY 1 RTT 12/07/2018 S 5 2 Complete Trusses Required 6'2" I 11' ( 15'10" I 20' 62" 4'10" 4'10" 4'2" AT 5X55R1) T 12 A. 4 Cr5 =3E5 T2 -v 03X5 i At �3F X5 3X7r6) W 3 =-8X8(E1) 4X5(C6 1t3t G A O a T K 219 1111.5X4 1118X10 1115X5 I L I-2' 1 18' A 6'2" 4'10" 4'10" 4'2" 6'2" I 11' 15'10" 20' 2656 11193 11172 1 1187 11187 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteriaii A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LJ# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.162 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.270 I 790 240 Risk Category:II ( ) K 3728 I- l- I- /56 I- BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.021 H L 5269 1- l- l- /63 !- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.049 H Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 K Brg Width=5.5 Min Req= 1.6 Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.790 L Brg Width=5.5 Min Req=2.8 BCDL:6.0 psf Bearings K&L are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.770 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.480 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.15 A-B 5-2052 D-E 68 -3995 Lumber B-C 56-3112 E-F 60 -4988 C-D 68-3991 F-G 63 -5012 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bot chord 2x8 DF-L SS Webs 2x4 HF Std/Stud:W3 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 2.000' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' K-J 2906 -52 I-H 4616 -57 Naiinote A-K 1975 -2 H-G 4696 -57 J-I 2945 -54 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.50"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. J-C 31 -628 I-E 0 -910 C-I 946 -35 E-H 814 -46 Special Loads D-I 2286 -12 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 20.00 BC:From 20 plf at 0.00 to 20 plf at 10.06 �o PROF BC:From 10 pff at BC:2656 lb Conc.Loadl0.06 to at 10.06 10 plf at 20.00 'c�� �s+s'.i BC:11BC: 72 lb Conc.L3 lb Conc.oad at 14.06 cd at 12.06 `5 ��G NE. 09 BC:1187 lb Conc.Load at 16.06,18.06 a�J 83294PE Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind OREGON Install truss oriented as shown.DO NOT REVERSE /`4 `qty 1 46 C 4,2C NOTE:This truss can not be cut or altered or used s'$e H Tao s to support loads other than as shown.Multiple-ply trusses cannot be repaired and shall be replaced if Renewal 6/3012020 improperly installed or altered in any way. 12/07/2018 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extremecafe in fa satin hh nddli sh' In ,installin and bracing. Refer to and follow the latest edition of BCSI(Buildi CORNEUUS OR 97113 ComponentSafety Information by'TPI oriel )safety practices prior to performing these functions. Installers shall provide temper (503)357-2118 Ext bras ger BCSJ..Unless noted otnerwise;�chord sall have properi attached structural sheathing and bottom chord shall havepro attache id ceiling. Locations shown forpermanent lateral restraint Sf webs shat have brawn�I ns all per SCSI sections B3, � or B1 , as app Ica e. Apprates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildin components Group Inc.shall not be responsible for any deviation from this drpwin ,a failure to build the ANTTµ,COMPANY frt�u s In rmance ra ANSI'i ' for handling,shipping,installation and bracing of �4 Ion ir�gd�rag or%fir pafte andli a drawing,awing for acmes of pr�afesstone neertna res »iglttrvu prY 1 1 dc.2. 771e sUlmtfilHy 8801 Folsom Blvd..Suite 101 and file of this drawing for any s re is fifie responsibil of Ute Buildi Des rier 8801F Sacrament.,CA 95826 'For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.cam;WI:www.tpinst.org;SBCA:www.sbdrntustry.com;ICC:www.rccsate.org SEAN:304651 T1 HIPS Ply: 1 Job Number: 1218040 Cost:R7175 JRef:1 WGO71750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1432.52517 Truss Label: H CY / RTT 12/07/2018 5'8" 10' 14' 18'17 22' F 5,8" I 4'4" I 4' I 4'1'7 I 3'10"9 -I 4X8 -4XX8 C D T 4 ii + �1 0-4X8 ,1.5EX4 B 4 3X5 M i F G AIlle (a) T NI 1- - � ED ---. _t_ 2X4(A1) 3X7 K -4X5 1114X8= 5X7 1116X10(E5) I E--2' 1 20' 2'2"12 7'9"4 4' 8' F 2'292 I 10' I 14' 22' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.161 H 999 360 Loc R4' I R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0274 H 868 240 K 1940 /- /- /- /50 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.048 H - - L 1728 1- /- /- /49 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.116 H - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria CreepFactor.2.0 K Brg Width=5.5 Min Req=2.8 Code: IRC 2015 Max TC CSI: 0.713L Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf BldgBearing K is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.674 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.787 Loc.from endwall:AnyFT/RT:2{0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 123-3666 E-F 158 -3581 Lumber C-D 106-3428 F-G 167 -3639 D-E 118-3669 Top chord 2x4 HF#2 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' Chords Tens.Comp. Chords Tens. Comp. Bracing K-J 3041 -139 I-H 3363 -108 J-I 3041 -139 H-G 3298 -147 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) K-B 240-3510 I-C 885 -5 TC:From 65 plf at 0.00 to 65 plf at 10.00 B-I 583 -109 D-H 860 0 TC:From 32 Of at 10.00 to 32 plf at 14.00 TC:From 65 plf at 14.00 to 65 plf at 22.00 BC:From 20 pif at 0.00 to 20 plf at 10.01 BC:From 10 plf at 10.01 to 10 plf at 13.99 BC:From 20 plf at 13.99 to 20 plf at 22.00 BC: 820 lb Conc.Load at 10.01,13.99 *C4 p PROA-A., A BC: 314 lb Conc.Load at 12.00 Loading G�5 aG l N EF /p Bottom chord checked for 10.00 psf non-concurrent LV• 83294PE 4. 7 bottom chord live load applied per IRC-15 section ii „.-- 301.5. Purlins In lieu of structural panels use purlins to brace all flat OREGON TC @ 24"oc. la wL a► c u,so Wind *sell Tan 4's Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Renewal 613012020 12/07/2018 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING( Truss Components of Oregon,Inc. **IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses rereqquire extreme care in fa gating handling shipping,installing,and brach Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b (and'SBCA)for safety pract ices prior to perfo min these unctions. Installers shall vide tempora (503>357-211° Ext bracing r BCSI..Uni ss noted otherwise top chord shall have properly attached structural sheathing and bottm chord snail havea rop attach ....lig'ceiim tions sh n fog rmane t lateral restraint of webs shall have raq mstelled r BCSI Mons B3 7 or B10Y as agp capfg. pfy�lat�s bins ace ofptruss aria posrtwn as shown above and on the Jom Detalis, t n ess noted otherwise. Refer to .ALPINE . rawings�1oouA-Z'for s n p ate positions. Alpine,a division of ITW Buildin Compon nts Group Inc.shall not be responsible for any deviation from this drawin ,an failure to build the A,,,,,;conirr�rr tr(�usss to f ce 'th ANSif'PI 1 for ha cling.sh' installati and bracins if cru on phis drawl or rover aaae andnu t r��i ng, wing for accet5>whir is 7 resss�r 'et of them ild gg esil s� of r l e de Sic sho 7ne sui�eility a_nd �Lse of this drawing for any saucture is ou responsibilt�of the Buildltig Desig per ANSUTPI 13X.2. 8801 Folsom Blvd..Suite toy • For more information see this job's general notes page and these web sites:ALPINE:www.alpineflw.com;TPI:www.tpRut.org;SECA:www.sbdndustryoom;ICC:www.loosafe.org Sacrament°,CA 95828 SEAN:304645 T37 HIPS Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1427.53850 Truss Label: J CY / RTT 12/07/2018 I 8' I 11 17'4"8 8' 3' 6'4"8 -5X814 =4X5 12 4 L...--- T1 � S 3X5 cri D (a) E A - 1 2X4(A1) I MH G F J 0-3X5 1113X5 3X5 =6X6(E1) 1-2' -I 15'4"8 i I. 2'6"4 I ' " 5'5"12 3' 6'4"8 264 8' 11' 1T4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.085 D 999 360 Loc R+ I R- /Rh 1 Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.142 D 999 240 I 1406 /- /- /- /49 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.022 D - - J 1168 /- /- /- /45 /- Des42.00 EXP.B Kzt.NA Des HORZ(TL):-0.062 0 - - Wind reactions based on MWFRS DLd: :10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.2.0 I Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 TCDL:4.2 psf BldgCode: IRC 2015 Max TC CSI: 0.704Brg Req=- BCDL:6.0 psf J Width=- Min Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.655 Bearing I is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.622 Members riot listed have forces less than 375# FTIRT:2{0)14(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 157 -411 C-D 121 -2443 Lumber B-C 108-2270 D-E 253 -2599 Top chord 2x4 HF#2:T1 2x4 HF#1&Bet.: Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' A_H 695 -258 0-F 2198 -114 Bracing H-G -114 F-E 2274 110 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads H-8 159-2200 C-F 610 -2 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) G-B 614 0 TC:From 65 plf at 0.00 to 65 plf at 8.00 TC:From 32 plf at 8.00 to 32 plf at 11.00 TC:From 65 plf at 11.00 to 65 plf at 17.37 BC:From 20 plf at 0.00 to 20 plf at 8.01 BC:From 10 plf at 8.01 to 10 plf at 10.99 BC:From 20 plf at 10.99 to 20 plf at 17.37 BC: 489 lb Conc.Load at 8.01,10.99 RC1 PROF BC: 230 lb Conc.Load at 9.50 •<& css � cJ �� �G t M�� 'Q Loading Oy Bottom chord checked for 10.00 psf non-conaurentt 8329445E4 bottom chord live load applied per IRC-15 section /r 301.5. _ Purlins In lieu of structural panels use purlins to brace all flat OREGON IC©24"oc. 'pC c �✓.Y 14,sto IR) Wind eaelt Tan'' Wind loads and reactions based on MWFRS. Renewal 6/30/2020 Left cantilever is exposed to wind 12/07/2018 "'WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses ire extra care in fa 6 handl shipping,installin and brae n ..Refer to end follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI ang'SBCA) )sa e pactices grior to performing these unctions. Installers shalt provide terhpora (503)3s7-211a Ext bracing per BCS) Unless noted oherwise,top chord shall have proper! attached structural shpathinggg nd bottomchord shall Payee attached id cet(in , ocations shown for rmane t lateral restraint webs shall have bras s Bed per'SCSI sections 03,B7 oro es applica . Awry pates to each face o trtruss and position as hown above and on the Jom�etal s, unless noted otherwise. Refer to drawings 1 A- fors n rd plate positions. ALPINE' Alpine,a division of ITW Buildinfl Components Group Inc.shall not be responsible for any deviation from this drawiing,a failure to build the ,COY nin fo nCpe, th A Slfl'P1 1 or or haFloita hhi in ,i lingiii bracin alga s a on 4sysddra or/crawAN fty encase of wing g for any S Maur@ Is t}te respaisibil o guildtrp�yr� tier �ANS�UTPI I isle 2 1 8801 Folsom Blvd.,Suite 101 -- • For more intonation see ttas Job's general notes ape and Mese-web-saes:ALPINE:www.alpineilw.00m;WI:www.tpinsl.org;SBCA:www.sbclndustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304480 T26 SPEC Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1431.20743 Truss Label: J1 CY / RTT 12/07/2018 5'3" 9'6" 17'4"8 53" I 4'3" I T10"8 .4r 5X5(R1) 4 12 41114 3X5 B I �3DX5 M E lay' A� 2X4(A1) GI =3X5 1113X10(E5) -02X4 I--2' 15'4"8 1 2'2"12 ( T3"4 I 7'10"8 H 2'2"12 9'6" 17'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeNCSI Criteria A Maximum Reactions(Its) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.158 D 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.312 D 583 240 G 845 /- /- /400 /- /39 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.066 D - - E 637 /- /- /279 /- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):-0.195 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 G Brg Width=5.5 Min Req= 1.5 E BrgWidth=- Min R Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.915 eq Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.595 Bearing G is a rigid surface. Re Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Fac:No Max Web CSI:0.489 Loc.from endwall:My FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 406 -307 C-D 285 -931 Lumber B-C 283 -921 D-E 411 -1125 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' G-F 848 -258 F-E 834 203 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. 301.5_ G-B 533-1342 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind �# QRopS ac �a`,tINz. i� [I/ 83294PE 'y 1. it ......- OREGON A4 "Lir 14,20 d' r P "reel!Ta*'" Renewal 6/30/2020 12/07/2018 ''*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss ComponentsOregon,In **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468w c. Trussesrequire extra care in falancatin banding,shipping,installing,and brae n ..Refer to end follow the latest edition of SCSI(Buildin CORNEUUS OR 97113 Component afety Int(ormation, TPI anc�'SBCA f�r saracLces nor to r or�nin these functions. Installers shah 503 357-2118 Ext b� ) safety P P Pe 9provide temporary ( > brae r BCSI.Unless noted olherwi top chord shall have properly atthed structural sheathinQ and both ghord shall�v pro ftv attac�i id ceiling. Locations elch face irpermanent lateral rests nt of wens shall have ar�ansLms�2a�lled per BCSI sections B3S� or o as agplicae p,pPiy p ales to ach face o truss and positron as s{lown above and on the�oinrDetails, unless noted otherwise. Refer to drawings'60A-Z'for standard pate positions. A LPI N E Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the armmcoA+mrn li-AS nfdormanncge��n�ANSI/TPI 1,oar for hoafndlin shi riinng,InsgteMatron and bsang ru sNp a on dra'wino or ver and tiilse of!this &awi any ure is 1e�p�nsibir� of re uil�ding DesignIi n shoWtr. re su �iflity Suite ny mg g per AN31BCA: 2 Folsom CA 95525 107 . FamoreintomreUonaaethbhb'e9et�refnolea>�mdtltesaweb sttes:!¢RNE:wwuvafDfnellw:oom;TP1:www.tPtilst.or9;SBCA:xnvw.sbdndustry.can;ICC:www.iccsafe.org SEQN:304627 T38 HIPS Ply: 1 Job Number. 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1438.15450 Truss Label: K CY / RTT 12/07/2018 6'HI 10' I 14' 6' 4' 4' 12 =6X10 =4X5 4 p BC_ _ ___D 5 N a _E T 2X4(A1) H G F I 1.5X4 1112X4 =3X5 1113X10(E5) 2' j 12' A 2'4"12H3'7"4 4' 4' I 6' F 10' ` 14' `I 2'4"12 Loading Criteria(per) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:11 PP Deflection in Ioc Udell U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.033 F 999 360 Loc R+ I R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.059 F 999 240 H 929 /- I- 1- /56 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 F - - I 711 I- I- I- /52 /- Des Ld: 42.00 FRCP.B Kzt:NA HORZ(TL):0.028 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor 2.0 H Brg Width=5.5 Min Req= 1.5 I B Width=5.5 Min R = 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.657 eq Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2014 Max BC CSI: 0.427 Bearings H&I are a rigid surface. RepFac:Varies byLd Case Max Web CSI:0.780 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 105-1131 D-E 121 -1266 Lumber C-D 113-1221 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 2.000' H-G 1073 -98 F-E 1135 -106 Special Loads G-F 1048 -98 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 6.00 Maximum Web Forces Per Ply(ibs) TC:From 32 pit at 6.00 to 32 plf at 10.00 Webs Tens.Comp. TC:From 65 plf at 10.00 to 65 plf at 14.00 BC:From 20 plf at 0.00 to 20 plf at 6.01 H-B 142-1358 BC:From 10 plf at 6.01 to 10 plf at 9.99 BC:From 20 plf at 9.99 to 20 plf at 14.00 BC: 230 lb Conc.Load at 6.01,9.99 BC: 123 lb Conc.Load at 8.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section vg'D PROu,;k, 301.5. `CG%NZsso �� 44 Purlins 0 'L In lieu of structural panels use purlins to brace all flat 83294PE �7 TC @ 24"oc. /i Wind Wind loads and reactions based on MWFRS. OREGON Left cantilever is exposed to wind 13Q </ SLY 14,2- Qy * sell Tao c Renewal 6/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Thus Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses ire ewe care in fa tin handl shipping,ingtallin .and bracing..Refer to and fellow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI one!SBCA) )safety practices p�nor to performing these unctions. Installers shalt provide tempora (so3)3e7-211e Ext bracin r BCS(..Unless noted otherwise top chord sall have property attached structural sheathing nd bolt hord shall have pro �r attach rigid ceiling. Locations shown or rmane t lateral restraint of webs shat have bract ,s ed pe S`I tions ,B7 or B10, /� as applicable. Apply ates to each face oftrussand position as shown above and on the Joornn�Metat Unless noted otherwise. f2efer to ALPINE drawings 160A-Z,for standard plate positions. Alpine,a division of ITW Buildin Components Group In .shall tot be responsible for any deviation from this dr win�t an failure to build the ,ems CO MPAW truss In fvmtaltce wntnth ANStI�PI 1 or for ha dling,star In ,fret lab2n and bracincha truss sea on thins ora' or cover page annu feb of iwing for a any structur oft a respcnsI r neering rospons�slign r for f 11et n 2 1. The 5ur[abillty and use this-laving for structure Is me r�ponsibil of the euildutg Des r{er per ANSUTPI 18ec.2. 8801 Folsom Blvd.,Suite 10; 'For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.Ipinst.org;SBCA www.sbcindustry.com;ICC:wew.lccsafe.org Sacramento,CA 5828 SEON:304613 T57 SPEC Ply: 1 Job Number 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 4 GREENSWARD PARK LOT 2 DIwNo: 341.18.1438.17240 Truss Label: K1 CY / RTT 12/07/2018 H 8' _{ 14 8' 6' =--5X7 B — 12 4 p 10 T2 in 3X5 C y I 2X4(A1) `HF E D y 1.5X4 =3X5 113X5 E----2' 1 12' I. 2'2'12 5'9"4 6' H 2'2"12 I 8' f 14' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pfin PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 . Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.035 F 771 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.063 F 422 240 F 724 /- /- /341 1- /32 BCDL: 10.00 Risk Category:H Snow Duration:1.15 HORZ(LL): 0.004 D - - D 521 /- /- /214 /- /- Des Ld: 42.00 EXP.B Krt.NA HORZ(TL):0.009 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor 2.0 F Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.928 D Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2014 Max BC CSI: 0.502 Bearings F&D are a rigid surface_ RepFac:Yes Max Web CSI:0.671 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 600 -340 B-C 204 -613 Lumber Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-F 379 -483 F-E 518 -138 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading F-B 471 -1057 C-D 199 -470 E-C 429 -88 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind ��¢EO PRopSss ,O 4�88294PE�41 rOIr it \< /1 REGON 14,ll Tao Renewal 613012020 12/07/2018 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or Oregon,Inc. *"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses r ire extremecare in fabricating,h ndlin shipping,insttallin and bracing..Refer to and follow the latest edition of SCSI(Buildi CORNELIUS OR 97113 Component4Safety Infrmation,b TPI enSBCA)Kir safetty ractices prior to perforn these functions. Installers shall rovide tempo (�3)3�'211a Ext brawn r BCSl..Unl ss noted o herwnse top chord shall have prop� attached structural sheathingandbottom chord Stiall havepro attach�. id ceilin . ocations shown for rmanent lateral restrainfig f webs shall have b cina�jinstallper BUl sections 133 �or B1 , as applica e. Apply plates to each faceottrtruss and position as shown above and on the Joincuetails, unless noted otherwise. rtefer to _ -� drawings 160A-Z for standard plate positions. LP' Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawin ,an failure to build the vemvx ,. tr m f�rma rd, ifh AN acral 1 ar for ha lin sh in ,inst llati and bracin It i ottd}B�Bi lfgdnrrByhY1or� or sir r n g& a lu of�ara�nwing four any structure Is 6 respoonssib lit �of thee Building f�igne �AN�UTPI 1 i56C 2 — "lily 8801 Folsom Blvd.,Suite 101 • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tptnst.org;SBCA:www.sbcindustly.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304485 T18 EJAC Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 31 GREENSWARD PARK LOT 2 DrwNo: 341.18.143134110 Truss Label: X CY / RTT 12/07/2018 5'3" 10' 5'3" I 4'9" 1111.5 12 4 p 038X5 co in A _ 1 ..2X4(A1) "-''"E 1113X5D er 1.5X4 I----r 1 8' i 2'3"12 I 7'8"4 2'3"12 10' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.010 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.015 E 999 240 E 551 /- I- /289 I- /55 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 0 - - D 314 I- /- /141 /12 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.007 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code I Misc Criteria CreepFactor.2.0 E Brg Width=5.5 Min Req= 1.5 D BrgWidth=- Min R Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.413 _- Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.470 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.384 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 330 -406 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-E 421 -257 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. 301.5. E-B 497 -680 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind �� PRUF�,SS 5 ¶ G I N FF VO �L0�/ 83294PE 9 OREGON 'p 'LY 14,2- 0 Swell Tar's Renewal 6/30/2020 12/07/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses reguke exte a care in fa tin ,io dI' shipping,installin and bracjn Refer to and follow the latest edition of SCSI(Buildi CORNELIUS OR 97113 omponent Safety Information,by.TPI one SBCnA)for safely pactices p-for to pertorining these functions. Installers shall provide tempora (sa3)as7-211a Ext bracingper SCSI..Unless noted o3herwise top chord shall have property attached structural sheathingand bottchord shall hav pro attached r d ceiling. Locations shown foF rmane t lateral restraint 5f webs shall hav@ bracinaf�linstaled per B051 sections B3,Bl or�1 , as applicabl�eQ.� Apates to each face oftrussand position as shown above and on the JOIM'Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. ALPINE- Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANr�, ONPAW u s In f rma ncge' nitdhicANSi PI 1, r fo ha d nnasshs' in inst la' n and brraociin lttrvu Ipy a on tramp or�Qver page. andl of drawing for any nur Or p�bifi of th uffdf gh Deslgne "ANSIIIITPB I fin ZhOWh. ills S WbiIHy 8801 Folsom Blvd.,Suite 107 • For more Information see this Job's general notes page and these web sites:ALPINE:www.alpineliw.com;TPI:www.tpinst.org;SPCA; www.stxdndustry.com;ICC:www.iccsafe.org Sacramento.CA 95828 SEAN:304411 T13 EJAC Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1433.01523 Truss Label: X7 CY / RTT 12/07/2018 1112X4 B 4 12 . — co io 3X5 A T lot A in ii ,-- W,h _ I IPIIIIIIIIIIMMIIIIIIIIIM1.1111111M9k --I- •== C 1111.5X4 1113X5 i 8' i Is 8' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 339 /- /- /162 /- /44 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 A - - C 339 1- /- /165 /9 /- Des 42.00 EXP.B Kzt:NA Ld: HORZ(TL):0.005 A - - Wind reactions based on MWFRS d: :10.00 Mean Height 15.00 ft TCDL:4.2 psf Code 1 Misc Criteria Creep Factor.2.0 D Brg Width=5.5 Min Req= 1.5 C BrgWidth=- Min R Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.755e4=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.554 Bearing D is a rigid surface. RepFac:Yes Max Web CSI:0.784 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:My FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#2 Webs 2x4 HF#2:W1 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. .S0 Sts,/PROF4ss O. .t,O+NFF 'o 1(/ 83294PE p a .el OREGON �Ly 14,2eO 10 seal!Tan' Renewal 6/30/2020 12/07/2018 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fa tin hadli shipping,in allin ,and bra in Refer to and follow the latest edition of CSI(BuildingCORNEUUS OR 97113 Componen.Safety Information,b TPI end'SBcA) r ty ractices prior to performing iing these functions. Installers sharovide tempora (503)ss7-211a Ext brag ig per SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathi and bottomchord shall havesroro attar I i n�id cei6ng PLocations shown for nnaner�t lateral restraint of webs shall have braangins fled per SCI sections B3, 'or B11 �� �s app ica Aopiy Mates to each face otptruss an positron as s own above and on the Join etas unless noted otherwise. E7efer to ravings 16.A- fors ndar plate positions. ALPINE Alpine,a division of ITW Buildi Components Group Inc.shall not be responsible for any deviation from this dr wing,any failure to build the M,,,,., „,n., truss in f nna is drawing, th A�IS��PI for for ha dung shi i ,in Ilatign and bract ;rues s at on drawing orcoverage and use of drawing�or any mire is> e resp sibi of the adding res ' gnr�er per ANSufor Urn1 Sic.2 shaft. The Ifty 8801 Folsom Blvd.,Suite 107 For more 8Thxm ll see Ms Jobrs mal notes page and these web sites:ALPINE:www.alpineltw.com;WI:www.tpinsf.org;MCA:www.sbdndustry.com;ICC:wwwiccsafe.org 8Acrer ttlo,CA 95026 ' SEAN:304653 T20 EJAC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Oxy: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1433.11723 Truss Label: X2 CY / RT-1- 12/07/2018 3'012 6' 8' I- 3'012 I 2'11"4 I 2' '1 1111.5 E4 - 12 se 5X7 4 p D 4II m I �_ ;, - I " H G rs4X5F 1113X10(E ) 1111.5X4 =6X8 j a' i 3'012 211"4 2' 3'012 I 6' I 8' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.032 H 999 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.054 H 999 240 I 1004 /- I- /2 /12 1- BCOL: 10.00 Risk Category II Snow Duration:1.15 HORZ(LL):-0.016 E - - F 1819 1- I- /1 /37 /- Des Ld: 42.00 EXP:B Kit:NA HORZ(TL):-0.038 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req=1.5 F BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.212 Req= Load Duration:1.15TPI Std:2014 Max BC CSI: 0.508 Bearing I is a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.943 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.15 A-B 29-1633 C-D 33 -1418 Lumber B-C 21 -1584 Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' A-H 1465 -22 G-F 1153 -25 Special Loads H-G 1446 -23 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 pit at 8.00 Maximum Web Forces Per Ply(Ibs) BC:From 20 plf at 0.00 to 20 plf at 8.00 Webs Tens.Comp. Webs Tens. Comp. BC: 166 lb Conc.Load at 2.06 BC: 251 lb Conc.Load at 4.06 G-D 1851 -12 D-F 42 -1974 BC:1728 lb Conc.Load at 6.06 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind seo PROpA.. Wind loads and reactions based on MWFRS. ,eP �4G t N 4. /O Right end vertical not exposed to wind pressure. C7 83290,E OREGON /3, de "Lir 14,20 0 sell Tan*� Renewal 6/80/2020 12/07/2018 "WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bou 468 Trusses require extreme care in fa tin ,h nd(I shipping_ingtallin ,and bracin Refer to and follow the latest edition of SCSI(Buildi CORNELIUS OR 97113 Component Safety information, TPI and SbICA) r safe., racbces prior to perronningg these unctions. Installers shall provide tempora rry (503>357-2118 Ext bracinggg pppeeer BCS _Unless ngted o erwise,top chord shall have pr attached structuraI sheathing n bolt�rr�chord sall have a prom attach'mid ceilin . Locations n for rmanent lateral restraint bf webs shall have brawn nsteIed per BCSI sgctions _ e or 0 ��` 3s app tcatSlQ. AZppfy dates to ach face ot�truss an position ass own above and on a Join etans Unless rote otherwise. Refer to rawings A- fors nda pate positions. ALPINE' Alpine,a division of ITW Build n Components Grip Inc.,shall not be responsible for any eviation from this drawin ,an failure to build the truss in forma ce I A IPI 1 or for ha dims shhl in ,rust IlatiQn and bracin��ccttfdtN sp sea On drawlna or wage """"` listing draw�ng,�ndreatas acceptance o�pr ss�na�englnee responsrality so ely Tort d gn snowh. me svrMiillrty and Ittse of this drawing for any saucture is ate responsibility of the uitdig Designer per ANSIITPI 1 S&c.2. • 8801 Folsom Blvd.,Suite 107 For wereirtreonation metres Jan general rotes page and these web sites:-ALPINE:www.alpinellw.com;TPl:www.tpinst.org;SI3CA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304619 T32 EJAC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 3 GREENSWARD PARK LOT 2 DrwNo: 341.18.1427.46727 Truss Label: X3 CY / RTT 12/07/2018 03X5 B "T- 12 12 4 p V ih A _....iiiillilv 2X4(A1) E"D C 113X5 y 1.5X4 I"-2' * 6' 1 2'6"10I 5'5"6 2'6"10 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCS1 Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.029 D 912 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.050 D 538 240 E 470 I- /0 /251 I- /44 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 B - - C 230 1- /- /98 /11 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.009 B - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria CreepFactor.2.0 E Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.907 C Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.441 Bearing E is a rigid surface. RepFac:Yes Max Web CSI:0.945 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Pty(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.01.000.0327.15 A-B 443 -372 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-0 706 -699 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. 301.5. D-B 342 -430 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind ����0 PROFESS' OP X01NF, "O a83294PE Z9 .�L OREGON rG ''iv 14,20� e, S$elll Tan 4- Renewal 6/3012020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses Ire extra care in fa tin ,handling,shipping,ins?talling,and bracing..Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI anft S CA)for safety ractices nor to performing these functions. Installers shall provide tempora (503)357-2118 Ext brawn r BCSI..Unless need o erwise top chord shall have prope attached structural sheathi and bottrd shall haves, rog attach . t�id ceiling. Locations s n fo) rmanet�lateral restraint webs shall have braantx fns.lied per BC sections 103 B7 or B10y as a Icable. ply prates to eac Mop,ottrtruss andposition as shown above and on the JoinfDetal , unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin mpon nts Gropp In .shall not be responsible for any deviation from this drawlrtg,a failure to build the s,�CO MPANY truss in rtf$rma taw r i ' 1 1,or for haildim s�ti�irtri,rn IlatiRrt and bracin g tru�Sea on tl1i>�dra or 0Nver pag�l 1111 rtg ng, acceptance o oras na en nee rte res Iry Tor des art s slt1� and t`ise of this drawing for any structure Is tae responsibil of the Buildi Designer per ANSI/TPI 1 Sic.2. 8801 Folsom Blvd.,Suite 10� For more Information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.lccsafe.org Sacramento,CA 95526 SEQN:304621 T43 EJAC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:KE Qty: 3 GREENSWARD PARK LOT 2 DrwNo: 341.18.1438.06690 Truss Label: X4 CY / RTT 12/07/2018 12 .-3X58 4p-, - lir cv A 2X4(A1) ►—..�D C 1.5X4 III 1.5X4 f 2' 1 4' i 2'5"2I 3'6"14 2'5"2 6' Loading Criteria(pal) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl LJ# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.024 D 999 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.040 D 717 240 Risk Category: CL( ) D 427 /- /- /234 1- /33 BCDL: 10.00 II Snow Duration:1.15 HORZ(LL):-0.003 B - - C 123 /-8 /- /37 /13 /- FRCP.B Kzt:NA Des 42.00 HORZ(TL):-0.006 B - - Wind reactions based on MWFRS Des Ld: :10.00 Mean Height 15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Bre Req Factor:2.0 D B Width=5.5 Min R 1.5 C Width=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.591 r9 eq=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.227 Bearing D is a rigid surface. Spacing:24.0" RepFac:Yes Max Web CSI:0.433 Members not listed have forces less than 375# C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 514 -404 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 439 -434 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. 301.5. D-B 395 -524 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind dote PROFk-sds ��5 �GINE� �O Lc/ 83294PE 7 .r� OREGON ~G ''CY14,20. a. s$eq ' Ta� c Renewal 6/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! miss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extremecare in fab tin handl' shipping,installing-and bracing.,Refer to and follow the latest edition of BCSI(Building CORNEUUS OR 97113 Component Safety Intnnation,bYYTPI end'SBCA) r safely ractices pnor to perforTnn these functions. Installers shallprovide terhpo (503)357-2118 Ext bras ggg pppeeer SCSI._Unless noted oplerwi top chord shall have props atthed structural sheathi nd bottchord shall v opgy attac�i td celltng. l ovations st1 n r,permanent lateral restraints webs shall have braansa_ins �I ed per BCI selections ,Ur or �� �s app tcal &q�A at s t each face.o truss an position ass own above and on the Joint-Dotal , unless note otherwise. Refer to rawings A-Z-for s�andard plate positions. ALPINE' Alpine,a division of IT1y Buikfn components Group Inc.shall not be responsible for any deviation from this dcawing a failure to build the �u s rn f ce �h ANSI/�PI 1 or for handlin shi in ,tnstaltatio and bracing.caf truss s onfhis dna'�i�j or arNi 1M COMPANY -s r ^�eradicates ac nce of � ,i l responstallty st>�ePy i �1e tiedgn asholl t. war �illlty a se o this cawing for any re is a responsi 1 of the uildig9 Designer per ANSUTPI I Sic.2. 8801 Folsom Blvd.,Suite 10. - Per mere+rxermationeeethie joNegenaetttotes owe ane these web sites:-ALPINE:www.alpineftw,5 E;TPI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304405 T47 EJAC Ply: 1 Job Number: 1218040 Cost:R7175 JRef:1WG071750008 FROM:IKE Ory: 3 GREENSWARD PARK LOT 2 DrwNo: 341.18.1433.53400 Truss Label: X5 CY / RTT 12/07/2018 III 1.5X4 B 12 4 V r il fV I A ► /..) ( )' =2X4 Al 1113X5 I--1' A 5' 1 6' F Hs' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.034 C 430 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.058 C 253 240 D 320 /- /- /165 I- /33 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HO LL:-0.011 B EXP:B Kzt:NA ) C 197 /- /- /91 !7 /- Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.027 B - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:42 psf Code/Misc Criteria Creep Factor.2.0 D Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.471 C Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.337 Bearing D is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.387 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind , 44 Et PROFESS O) 0G%N F�. iO .„,c (! 83294PE 9 OREGON '734, `VLy 14,26� e **gen Tan•c Renewal 6/80/2020 12/07/2018 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc_ "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 cusses freegqt�Ira extra{T1B care in fa rlCating stLanf�lr1g Sh1ij in ,installing and bracing Refer to and follow tf 1e la est g n of BCSI(Buildi CORNEUUS OR 97113 m nenf Safety int`ormation,b 1 NI ana'SCCA)1$�safe�raCtices p or to patio Ili these functions. Installers Snell rovide tem a (503)357-2118 Fact braah�per BCS!-_Unless noted s owni top chord shall h ve properly attached structu I sheathinghand bottom rid shall av attaches n id ceilin . Locations s own permanent ateral restraint bf webs shall have bran ns"ta_Iled r BCSI sections 103,B_orroB1 , gs applica qq��p�y pplat to ach face o trtruss and positron as shown above and on a Join etails, unless not otherwise. Refer to rawings A-Z'for stanrard pate positions. ALPINE- Alpine?,a division of ITW Buildin Compon nts Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in�fdormanngce r.d�ANSI icelp,tw or haltdling hi�r ,Inst Ration and brraci�n Moi true seams Ir ri or verAN RW COMPANY nonY and se of thaiwing or any structure et respatsibilit of uild!ig Designer per iANorSUTPI .2 8801 Folsom Blvd.,Suite 107 - rFar axreirtfeaaaaenseatMeieb'e general notes-Sege endtlre a wetrsIls: PINE Www atptnettW.com;TPI:q+ww.tpinst.org;MCA: www.sbdndustry.cmrr ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304631 T41 EJAC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1434.20370 Truss Label: X6 CY / RTT 12/07/2018 3' 6' H3, 3. '-1 It 1.5XD4 4 T 4X5 C oi3Xi � A � ! i� T ■ In 1 IIIIII ■ e►�: 1II3X5E 1113X7 1113X10(E ) r 6' i 3' 3' 3' I 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 F 999 360 Loc R+ /R- 1 Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.033 F 999 240 G 911 I- I- I. /47 /- BCDL: 10.00 Risk Category:it Snow Duration:1.15 HORZ(LL):-0.009 D - - E 850 /- /- I- /32 I- Des Ld: 42.00 EXP:B fighKztt NA HORZ(TL):-0.020 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Mlsc Criteria Creep Factor.2.0 G Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf E BrgWidth=- Min R Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.157e1=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.588 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.671 Members not listed have forces less than 375# Maximum Top ChorsLoc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp.d ForChordser ens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:'1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 57-1238 B-C 49 -1192 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-F 1115 -48 F-E 1044 -47 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 2.000' Special Loads Maximum Web Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 0.00 to 65 plf at 6.00 F-C 885 -5 C-E 54 -1195 BC:From 10 pif at 0.00 to 10 plf at 6.00 BC: 788 lb Conc.Load at 2.06 BC: 524 ib Conc.Load at 4.06 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind ��O PROpS Wind loads and reactions based on MWFRS. Cf iRight end vertical not exposed to wind pressure. NAG)N E . O Lid83294PE p OREGON 13<, "Vtr d' tS 14,Ze °sell Tao`i Renewal 8,50(2020 12/07/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trus Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extremecare in fabnpatin ,handl' shipping,instaliing,and brae n Refer to and follow the latest edition of SCSI(Buildi CORNELIUS OR 97113 Componnt Safety Infrmation,by 1 PI and SBCA) r sate y Tractices nor to performing these functions. Installers shall provide tern (503)357-21 to Ext bracin r SCSI.Unless noted o erwise,top chord shall have property attached structs I sheathing nd bottom ord sihall hav�� Q attach�g_ reigid cel(mg. ovations sh n for rmanent lateral restraint of bs shall have hracino iinsk�lled per BG I�e�gons B.3 or.6 as applicaltd Apply plates to each race or truss and position as shown above and on the Joint"Details, Unless noted otherwise. f�efer to drawings htiuA-Z for standard plate positions. ALPINE' Alpine,a division of ITvy Buikfing.Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the "n,rww MPMY tr esr�iln fprmapce A tgrri 111, for ha dplirn sshi ur ,installationngand brrac nj tt(ryu 1 on itgdra or er poty sn� of this' any lTructur6 Is 0►e resPonsibilitrof the BWidi(1g DesigrSe�ANSI TPI 1 SL.2 l 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw,om;TPI:www.tpinst.org;SBCA: www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:304647 T34 EJAC Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.143128340 , Truss Label: X7 CY 1 RTT 12/07/2018 1' 4' 1 8' -I a' 4' Ill1.5XD4 4 12 r � ¢4X8 C o 3X55 r! 00 B En T 11011, 11117111111bAlt.. 1 1I I; _ e" F E 1113X10 =4X5 1114X12(E5) 1 6' -A 4' 4' F- 4' 1 8' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.046 F 999 360 Loc R+ IR- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.074 F 999 240 G 1163 /- 1- /- /39 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.019 D - - E 1422 1- I- I- /42 Des 42.00 I- EXP:B Kzt:NA HORZ(TL):-0.042 D - - Wind reactions based on MWFRS Des Ld: :10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req= 1.5 E B Width=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.286 r9 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.615 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.806 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp_ Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 74-2108 B-C 66 -2058 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-F 1907 -63 F-E 1825 -61 :Lt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' Special Loads Maximum Web Forces Per Ply(lbs) ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 0.00 to 65 pif at 8.00 F-C 1453 0 C-E 68 -2036 BC:From 10 plf at 0.00 to 10 plf at 8.00 BC: 182 lb Conc.Load at 2.06 BC:1168 lb Conc.Load at 4.06 BC: 637 lb Conc.Load at 6.06 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind 4,ixEO PROp loads and reactions based on MWFRS. `> �Cj�N FF /O Right end vertical not exposed to windpressure. 0 4. tu 83294PE 9 b OREGON 1) `tiL'14,20� 4 co 'teen Tar'( Renewal 6/3012020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses ire extreme care in fabnating ha dlin sh' i installin .and bracing. Refer to and follow the latest edition of BCSI(Buildi1 CORNEUUS OR 97113 Component Safety Information,b TPI and'SBUA)UR safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext brawn r$CSi._Unless noted o emise,top chord shll have properly attached structural)sheathing and oU chord shall have propgrlti attach rig ceiiin . Locations s own forpermanent lateral restraint of s shall have qn s ll BCSI sections B3 or 8700 as applicab�B q�pry plates to each face of truss and position as shown above and on the oint etatls, unless notedotherwise. Refer to ALPINE drawings 160A-Z'for sandard ate positions. Alpin@,a division of ITW Buildin Compon nts Group Inc.shall not be responsible for any deviation from this dr wing any failure to build the AN HIV u sngm arra Pace ANSIi�'Plac�r handling,shi�ina,in Iatimane bracin on�h dreg n or er COMPANY and use off this drawing for any ire e>r respar�s!ibil tit of the bui�Wi' Des � �e d1 SCI. tl r. ie us �iiUty n9 ig per ANSI/TPI 1 Sec 2 8801 Folsom Blvd.,Suite 101 For more lntorrnatlon thls lob's general notes page and Giese web sites:ALPINE:www.alpineftw.com;TPI:www.tpl st.ora;SBCA:www.sbctndushy.com;ICC:www.iasafe.org Sacramento,CA 951326 SEAN:304639 T21 HIP_ Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 4 GREENSWARD PARK LOT 2 DrwNo: 341.18.1432.18140 Truss Label: CG1 CY / RTT 12/07/2018 7'9"4 14'0"3 F 7'9"4 I 6'3" II11.5X4 C 1 11 2.83 v r T 3X10 B 0 en A y" rza ji y 2X4(A1) F 1113X5 =3X5 11. X4 1- 2'9"3 1 11'3" A 3'5" 4'4"3 6'3" F" 3'5" ( 7'9"4 i 14'0"3 -I Loading Criteria(pef) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefiICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Lldefl LAO Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.028 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.052 F 717 240 G 690 1- /0 /103 /57 /0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - D 506 1- I- /120 /31 /- Des Ld: 42.00 Fes''B Kzt:NA HORZ(TL):0.013 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Code!Mise Criteria CreepFactor.2.0 G Brg Width=7.8 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.758 P Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.833 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.789 Members not listed have forces less than 375# P 9 FT/RT:2(0�4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 420 -9 Lumber Maximum Bot Chord Forces Top chord 2x4 DF-L#2 Chords Tens.Comp. Chords Per PTens. Comp. Bot chord 2x6 DF-L#2 Webs 2x4 HF StdlStud A-F 15 -712 E-D 936 -111 F-E 925 -109 Special Loads -(Lumber Dur.Fac_=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 2 plf at 0.00 to 2 plf at 14.02 BC:From 2 plf at 0.00 to 2 plf at 14.02 Webs Tens.Comp. Webs Tens. Comp. TC: 103 lb Conc.Load at 2.75 F-B 47-1168 B-D 115 -965 BC: 82 lb Conc.Load at 0.00 B-E 597 -77 BC: 66 lb Conc.Load at 2.75 BC: 40 lb Conc.Load at 5.58 BC: 250 lb Conc.Load at 8.40 BC: 423 lb Conc.Load at 11.23 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section �Q PROF 301.5. 41' ass Wind � aG ill E t. Wind loads and reactions based on MWFRS. +fl/ 4 83294PE Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind OREGON `SLY 14,20� 0 4 "Self Tao's Renewal 6/30/2020 12/07/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS CO.ORN468US 0R 97113 Trusses re extremecare in fa satin h8 n ,shi in installin .and bracing..Refer to and follow latest edition of BCSI(Buildi C R aE7-2f fs Ext Component Safety Intrmatron,by TPI end'SBCA)f5r safety practices prior to performing these ffunctions. Installers shai4prowde terhporar _ bradn r BCS)..Unless noted o erwi t chord shall have attAched structu I sheathingn buttchord shall havesn attach , rigid cedar . Locations showntorpermanent lateral restraint oof webs shall have b an stet per BCSI sections . Br Oy as applicae. Ap y plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin mponents Group Inc.,shall not be responsible for any deviation from this drawing,an failure to build the arrra:OnwAm rs in fdpr►8mWa1�flcge, I ANSI/P11 1 or force ha dplinnn sh in ,inst llaattirotnnpand bracin iSryru l on _�polr: rir��or river ti nty and use of pti8 dewing any SQUChire Is Hie ressponsibg of Ute Buildi DesigneeIITP1 1 880"2. 8801 Folsom Blvd.,Suite 10; For more InfornatIon see this job's general notes page and these web sites:ALPINE:wee.alptnelw.com;WI:www.ipinst.org;SBCA:www.sbdndustry.corrk ICC:www.lc safe.org Sararnerrte.CA 95826 i SEAN:304623 15 HIP_ Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 4 GREENSWARD PARK LOT 2 DrwNo: 341.18.1433.49900 Truss Label: CG3 CY / RTT 12/07/2018 12 =3X5B 2.83 L,,.-- 1- ......_ 0 ._ i, CV A v IA i 2X4(A1) E = D C III 1.5X4 ;1.5X4 I' 2'9°3 .1 5'7"2 i 3'4"1I 5'0"4 H 3'4"1 8'4"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefiICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.052 D 767 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.094 D 423 240 E 534 I- I- /40 /27 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.004 B - - C 107 /-51 /- /6 /35 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.010 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Criteria Creep Factor.2.0 Code/Misc E Brg Width=7.8 Min Req=1.5 C BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.892 Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.285 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.854 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 646 0 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 0 -581 Special Loads -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 2 plf at 0.00 to 2 plf at 8.36 Webs Tens.Comp. BC:From 2 pif at 0.00 to 2 plf at 8.36 D B 0 -671 TC: 103 lb Conc.Load at 2.75 BC: 82 lb Conc.Load at 0.00 BC: 66 lb Conc.Load at 2.75 BC: 40 lb Conc.Load at 5.58 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind ���e°PROp Wind loads and reactions based on MWFRS. �GJ aG 1 f+!�� �O Right end vertical not exposed to wind pressure. 4 2fl Left cantilever is exposed to wind 0„„,..---Lifi83294PE OREGON 1)c, 'LY 14,20 0 we =lt Tan's Renewal 6/30/2020 12/07/2018 **WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extremecare in fa catin handling,shi in ,installing,and bracing._Refer to and fellow a test edition of BCSI(Buildi CORNELIUS OR 97113 Cillponenf Safety Intnnation, TPI en&SBCA)ter safety p=ractices pnor to performing these unctions.Installers shall provide tempora (503)357-2118 Ext bras g per SCSI..Un ss noted o'thervvisfe top chord shall have properly attached structural sheathingnd bottchord shall h v pro attachieC id ceihrtg ocafions shown o) rmanent lateral restraint of webs shall have b an ns and. per Sa sections$$,�� or , as a lica qif °Mtruss and position as shown above and on the Jointetails, unless noted otherwise. (tefer to drawings A-Z"for sfandaard plateposceitiions_ ALPINE Alpine,a division of ITW Buildin mponents Group Inc.shall not be responsible for,any deviation from this dr win ,any failure to build the truss m rmance i ANSI�PI 1,or or handling i in ,inst llafion and bran9g f tru sp reit,}��s drgyy�na of fiver pale_ ""Suit ^" listan�t r drawing incl acceptance of prarassganaf al t responslbgliZt sO sly Tor�e d�lgn shoWh. The suN3b11Ny and 4se of this thawing for any structure is the responslbil of the uildiitg Designer per ANSA fPl 1 Sbc.2 8801 Folsom Blvd.,Suite 107 - For more aMerr on seatNaiabseseeretnotes pace enclaves,web ales:ALPINE:wWw.atpinesw.com;TPI;www.tpinst.oig,SBCA:www.sbdndtstry.00m;ICC:www.kcsafe.om Sacramento,CA 95826 SEQN:304376 T12 JACK Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 21 GREENSWARD PARK LOT 2 DrwNo: 341.18.1427.12230 Truss Label: CJI CY / RTT 12/07/2018 12 4 L.-- B A " o C T : ►'1 D C 2X4(A1) 1'10"15 I 1.:& 1'10"15 { 2'0"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) DetIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt:212 Ce:1.1 VERT(LL):NA Loc R+ I R- !Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL:NA Risk Category:II ( ) D 81 I- !- /39 /- /10 BCDL: 10.00Snow Duration:1.15 HORZ(LL): 0.001 C - - C 33 /- /- /22 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.001 C - - B 51 I- /- /18 /5 /- NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS TCDL:4.2 psf D B Width=1.5 Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.041 C Brg Width=1.5 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.039 B Brg Width=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��itEO PROP ' �CO Whit* i0 44/ 83294PE yr te � - OREGON 134 "Z't' �14,2e0 S $ei I Tan's Renewal 6/30/2020 12/07/2018 .. *`WARNING"'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss 468 Trusses requre extfeerne care in fal catinn, andiirLq shipping,instalfing.and bracing..Refer to arid follow the latest edition of SCSI(Building CORNEUUS OR 97113 Component Safety ormabon,b 1 an CA)Mir ty practices pnor to perormng these functions. Installers shalllprovtde temporary (503)357-2118 Ext brawn r¢CSI..UnleLss Hilted os llerwise,top chord shall have props attached structural sheatlli and bolt chord shall�h�v@ proppeerl attach idceilin . ovations nhown for rmanent lateral restraint webs shall have b cin ms lied rBCCSI sections 63,kit or B10Y as app icabb e. Appy places to each face o truss and positron as shown above and on the JointfDetat , Unless rested otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss In forma ce wi ANSIf-PI 1,or for hand r ti In ,Ing llation and bracin of cru s seal on this dr�a'tivintl or coverage.l "C0A PANY bidingthis d ng pr��� ng pon S for the ass_ n shoal The and ttse of this drawn any s ore the responsibility toff the Building Designer per ANSUTPI 1 S�c.2. 8801 Folsom Blvd.,Suite 101 For more information see this fob's general rotes page and thesewsb ghee:ALPINE:www.alpinellw.com;TPI:www.tpfnst.org;MCA:www.sbcindustn.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:304615 T11 JACK Ply: 1 Job Number: 1218040 Cost:R7175 JRef:1WG071750008 FROM:IKE Qty: 17 GREENSWARD PARK LOT 2 DrwNo: 341.18.1427.15823 Truss Label: CJ2 CY / RTT 12/07/2018 12 4 V o3X5 B iiii 0 A Ima - J` 2X4(A1) 0 C III 1.5X4 D 1.5X4 F 2' 1 1'10"15----I 2'2"12 ( 1'8"3 F2'2"12 3'10"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.016 D 999 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.026 D 999 240 D 481 /- I- /221 /- /21 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - C 20 /-108 /- /11 /46 /- Des Ld: 42.00 EXP:B KzL NA HORZ(TL):-0.005 B - - Wind reactions based on MWFRS Mean Height:15.00 ft D B Width=5.5 Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 r9 Req=1.5 TCDL:4.2 psf C B Width=- Min Req Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.366 r9 TPI Std:2014 Max BC CSI: 0.144 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.233 Loc.from endwall:Any FT/RT:2(0y4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 503 -321 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 344 -442 Special Loads Maximum Web Forces Per Ply(Ibs) -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Com TC:From 65 plf at 0.00 to 65 plf at 3.91 P BC:From 20 plf at 0.00 to 20 plf at 3.91 D-B 347 -577 BC: 41 lb Conc.Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Qa, Left cantilever is exposed to wind �.`4,Q OF�`s, C'� �G 1 N e. % 483294PE 7 OREGON .r� r<j wcr 14,20� t® *sell Tan' Renewal 6/30/2020 12/07/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tri Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses Ire extremecare in fa tin handling,shipping,ingtallin and brae n . Refer to end fellow the latest edition of RCSI(Building CORNELIUS OR 97113 Component Safety Infrmation,b TPI and'SBCA) safety actices pior to perforrmin these unctions. Installers shall provide temporary (503)357-2118 Ext brash r BCei._Unless abed o mein chord t ae have properly swabs have a Reheathnst andett�S�isVial!Bhave a3,B7 proB1 , attached id ceiling. Locations s own for nnane t lateral restraint of bobs shall hav b qn nsTalledUI per sections B or 1v aas applica qq��p� plat ach fa ofptruss and position as shown above and on a otn etalls, Unless notedotherwise. Refer to dravnngs A-Z'for standard pate poscetilons. ALPINE Alpine,a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this dr wing,any failure to build the ,vi,,,,,,COMP,w,. truss In f rma ce Ig AistIgT 11 Or or ha ling,s i I inst Ration and bracin f tru seal on as d wlrriia andng theof this-g,frwing for accef xtur of pr ggjao has' neeral ras t s�for IfT iron shoWhor Cover pane_Hy and t�se of this drawing for any strut re is me responsibilit of the builds Desig r per ANSI/TPI I S&c 2. me sutMW1 8801 Folsom Blvd.,Suite 10; _.. more Information seettesjobt General rroles page and Mess web Sees:ALPINE:wew.afpfneltw.corn;lPT:w.w.MInst.org,SBCA www.stidndustry.com;ICC:eirow.lccsafe.org Sacramento,CA 9582Q... SEAN:304617 T10 JACK Ply: 1 Job Number: 1218040 Gust R7175 JRef:1WG071750008 FROM:IKE Qty: 9 GREENSWARD PARK LOT 2 DrwNo: 341.18.1427.32363 Truss Label: CJ3 CY 1 RTT 12/07/2018 12 03X5B 4 V ' T I 0 ih i:V A I -......0111,y J 2X4(A1) ��D 1111.5 4 1.5X4 E 2' A 3'10"15 I 2'4" 3'6"15 H F- 2'4" 5'10"15 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.023 D 999 360 Loc R+ 1 R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.038 D 727 240 D 414 /- /- /227 1- /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 B - - C 125 /-2 I- /39 /12 /- EXP:B Kzt:NA HORZ L:-0.006 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ) NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 D Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf BldgCode: IRC 2015 Max TC CSI: 0.573 C Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.220 n 24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.414 Members not listed have forces less than 375# Spacing: Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:My FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.15 A-B 498 -395 Lumber Top chord 2x4 HF#2 Maximum Sot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 430 -420 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp_ 301.5. D-B 384 -504 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind PROFc01't S'CSi CP 044PG2IN EEF 0 -9 OREGON 14SLY 14,20� to *Sell Tan' Renewal 6/30/2020 12/07/2018 *'WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses ire extremecare in fabbnncatin ,hh88ndli shi in inatallin and brae n Refer to and follow the latest edition of SCSI(Buildi CORNELIUS OR 97113 Component Safety Infrmation,by TPI and SBCA) 1 safety practises prior to performing these functions. Installers shalQprovrcie terhpw (So3)351-2118 Ext bracin r BCS).Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall havQa pro attach ,mild ceilingg ` tlo s shown forpermanent lateral restraint of webs shall have b qn nstalled per BCSI sections B.3 or as app i pry latesrd each face or truss and position as shown above and on theJonf Details, un ess noted otherwise. Refer to ALPINE' drawings 1 0A- forstands plate positions. Alpine,a division of ITW B(tildin Components Group Inc.shalt not be responsible for any deviation from this wingg any failure to build the AY,,,,,CQ,n,PANY tr fit ANSIFP1 1 or for ha lino,sK In inst lation and bracin tru sp se on dra'witt or cover aaae Inset t f�r g,wrtdlcates acce nce proresa ne en neering res Ity sO sly for gn ahovott- lite sui®°HIV and use of this drawing for any error re is fie responslbilitt of the 6uildi Designer per ANSIlTPI 1 S�c.2. 8801 Folsom Blvd.,Suite 101 For more Infomretion see this lob's general notes page and these web sites:ALPINE:www.alp!neitw.com;TP1:www.tpinst.org;SBC&www.sbcindustry.con;ICC:www.iccsafe.org eAcroMerlto,CA 951328 SEAN:304611 T8 JACK Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 6 GREENSWARD PARK LOT 2 DiwNo: 341.18.1432.08903 Truss Label: CJ4 T 12 CY I RTT 12/07/2018 3X5 B 4 p 0101 0 cv A I fl =2X4(A1) -- D C -01. X4 1113X5 1-------2' A. 510"15 i 2'5"8I 5 5"7 -1 2'5"8 7'10"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:ll PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.035 D 847 360 LOC R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.059 D 499 240 Risk Category:II ( ) D 486 /- I- /260 /- /43 BCDL: 10.00Snow Duration:1.15 HORZ(LL):-0.004 B - - C 212 /- /- /85 /12 /- 42.00 EXP:B Kzt:NA Des Ld: 09 HORZ(TL):-0.0B - - Wind reactions based on MWFRS Des d: :10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.2.0 D Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf C BrgWidth=- Min Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.916 Req=- BCDL:6.0 psf Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.429 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.924 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:My FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.15 A-B 550 -421 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 464 -452 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. 301.5. D-B 393 -541 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind �(''( �PROpS CO _G1NF VOZ Ca k, 1(/ 83294PE y ic OREGON ,( ` i 14,20d� t� ` ae',Tan Renewal 8/30/2020 12/07/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extremecare in fa satin h dlin shipping,installin .and bran Refer to and follow the latest edition of¢CSI(Building CORNELIUS OR 97113 Component Safety Inmrabon,by. I ancd'SbICA)f r sale y practices prior to performingrfthese functions. Installers shall provide temporary (503)357-2118 Ext bracn r)3CS!..Unless noted otherwise,top chord sall have property attached structural sheathingnd bonen chord shall heave g4py attach . Id ced tions shown for permanent lateral restraint 5f webs shat havebracing Jnalled per tic sections 3,s7 or tT as app ica� Ap plat tO each face 0 truss and position as sown above and on e Joint Details, uess noted otherwise. Refer to drawings 16<A-for standard plate positions. ALPINE- Alpine,a division of ITW Build'n Components Group Inc.shall not be responsible for any deviation from this drawin ,any failure to build the Anmr,ODMm1a truss In mwnncge� ANS(I/IP! 1,or for ha dlin shi i Inst 'lotion and bra= of ru Aty al on'til dnrk or ver ward use of this ar>wingg any s uctu a is tha respoonsibiIit of the Building Designer�per ANSI/TPIthe I11 SZc.s2 stlaitility 8801 Folsom Blvd.,Suite 10: +Fora_siMmrstionswift iobegeneratnoteepageand-these web ALPINE:wwr..alphtetlw.cmn;',Pt:twiw.fpfrat.orgi sack www.sbandustly.com;ICC:www.lccsafe.org .•111111mto,OA 95826 SEQN:304383 T24 JACK Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 3 GREENSWARD PARK LOT 2 DrwNo: 341.18.1431.45663 Truss Label: CJ5 CY I RTT 12/07/2018 12 4 I111.5XB4 ♦ T5----'3X5 o wiii4--6,.....41r...11 ._ v r... 1 MI MIIIIIIIISbb... MEI 9►�s C 3X5 1111.5X4 1'10"15 110"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ioc Udefl Ll# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 :VERT CL 0.000 A 999 240 BCDL: 10.00 Risk Category:II VERT(CL): D 81I- I- /38 I- /10 Snow Duration:1.15 HORZ(LL):-0.000 B C 39 /- I- /24 /- !- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.000 B - - B 61 /- I- /16 /9 /- NCBCLL:10.00 Mean Height 15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0MWFRS reactions based on D BrgWidth=5.5 Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CS!: 0.053 Req=1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.034 C Brg Width=1.5 Min Req=- Fac:Yes Max Web CSI:0.024 B Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Bearing D is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �4�Eo P R OFFSS Ory �Ao utl tc �o 83294PE 9 OREGON 'AG `�Ly 14,20� slap Tan'. Renewal 6/3012020 12/07/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fa ca an 1 sh io ,installing.and brac n Refer to and follow a est edition of BCSI(Buildr CORNEOUS OR 97113 Component SafetyIn ormation b brr 1 an h Cd ) ep gractices nor to r or�ii' these nctwns,fhnst(atlerseshall p erhpor 503 357.2118 Ext po er TP 'SB A; s ry P P Pe r 9 u I 11 fi rovide t an ( ) bras r BCSi._Unliss notes)o own top chord she I have props attached strut rad shaatli nd bolt rr� hord shall havQ pro rly attac�i id ceiling tications sforpermanent lateral restra i we shall have b J an ns a..0 per�cSSl sections¢3 B or 0" ds applica%� p,p y let he each face o truss and position as shown above and on the Joint-Details,etails, unless noted otherwise. reefer to' rawings 160 A- Tor standard pate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the � � trusS m ffo�rmance wI ANSIPI 1,or for handling shippr Installatio and bracing�f Was sp sea on is drawir�sl or ever p8ge MN limp 1 of 74MS Iind lfc g aanccsepta for of proresst6 2, nglneer�n�t d bLaLl stwlltL so�ely Tor a sipn shoWh. Ttfe suttabllHy _ 0era g y tructure is the responsibility of tate euilding Designer per ANSUTPI 1 Sbc.2 8801 Folsom Blvd..Suite 101 -.... - For moelsMmebassee tN � slgeneral notes page and theseweb saes:ALPINE:www.alpine!tw.com;TPI:wsw.tpinst.org;SBCA:www.sbdndustry.can;ICC:www.besafe.org Sacramento,CA SEAN:304389 16 JACK Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 4 GREENSWARD PARK LOT 2 DrwNo: 341.18.1432.03413 Truss Label: CJ6 CY I RTT 12/07/2018 4 12 1111.5 g4 V 3X5 0 III T I ■,L , II► 1113X5C III 1.5X4 r 3'10"15 A 3'10"15 `"I 3'10"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUUCSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.000 B 999 240 D 166 /- I- /79 1- /21 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - C 166 /- I- /81 17 /- 42.00 EXP:B Kzt:NA Des Ld: HORZ(TL):0.000 B - - Wind reactions based on MWFRS Des d: :10.00 Mean Height 15.00 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor.2.0 D Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.236 C Brg Width=- Min Req=Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.148 RepFac:Yes Max Web CSI:0.148 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:My FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Olt PROpSSS _.GINF a � t83284PE 7 OREGON 13 "'trO r± 4 LY 14,20 0 Renewal 8/80/2020 12/07/2018 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fa cati horn shi in ,installin ,and brae n ..Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by. I and'SBCA;tor safe y practices pgrlor to performing these unctions. Installers shall provide tempora (503)357-2118 Ext bras r RCS!,Unless noted o erwise,top chord shall have props attached structural sheathing nd bottom chord shall v pro attache�nn id ce rpn . Locations shown for rmane t lateral restraint webs shall have brawnys�,nstai ed per BCSI sections U3,Bf or B1 , as apptica6 Apply lates to each face otptruss and position as sown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 1 A-ZZ for standard plate positions. a division of ITN/Buildin Compo ants Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the py„ WAPPNY tr tarl f nate, cANSI,iP1 11p,toar or vim shsi installatirg2n and bracin f tru seat on s drawl p or ver pap ar ifse of this-Sawing ng for any structure Is the ilegofnee res�lny ssofe�i roc the dea�l���tfnrt shotAn. to avltafiiltty responsibi I of to uildi Designer per ANSI/TPI 1 Sbc 2. 8801 Folsom Blvd.,Suite 101 For more Information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;WI:www.tpinst.org;SBCA www.sbdndustry.com;ICC:www.iccsafe.org 38cramentD,CA Ne28 SEAN:304391 T19 JACK Ply: 1 Job Number. 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 2 GREENSWARD PARK LOT 2 DrwNo: 341.18.1432.11393 Truss Label: CJ7 CY / RTT 12/07/2018 1111.5X64 12 T 4 L— 8 r 0 A3X5 Ev -" lY 1 h si a'—'" 1113X5C 1111.5X4 1 5'10"15 i 5'10"15 H I 5'10"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.001 B 999 240 D 251 /- /- /120 /- /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 A - - C 251 /- /- /122 /8 /- 42.00 EXP:B Kzt.NA Des Ld: HORZ(TL):0.002 A - . Wind reactions based on MWFRS Des d: :10.00 Mean Height 15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 D Brg Width=5.5 Min Req= 1.5 C BrgWidth=- Min R Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.551 eq= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.326 Bearing D is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.477 Members not listed have forces less than 375# Loc.from endwall:My FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. � 't RP Op �.� 4GtNeo 'o L • 83294PE p ..r� OREGON ~ IP 4 LI-94.20 e. se ell Tan's Renewal 6/3012020 12/07/2018 **WARNING*"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss ComponentsOregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 4ot Trusses ureextreme care in fa ling,handling shipping,ingtaltng.and brac n Refer to and fellow the latest edition of PCS!(Building CORNEUUS OR 97113 Component Safety information,by TPI anti%ICA)Mr sa�ely practices prior to pernormmfing these unctions. Installers shall provide tempora (503)357-2118 Ext bracingper SCSI Unless noted olherwise,top chord shall have pr attached structural sheath! nit bott chord shall hal a prone y attach ! id°°A11,119. ei(in . `taction shown for rmanent lateral res mt Sf webs shall have brrgnctinstai ed per SCSI sections¢3 eB7 or B10; as a lica�8. q pita to otptruss and positron as shown above and on the olncDetaiis, un ess noted ottferwise. (tefer to tlraw gs 1SOA-Z'forstantdaard plateposceitiions. ALPINE- Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss m rma nce,ywiitthicAatNeSII P1 1,or for Vet shi i instaalliation and brace"mmg�of fru s sea(on th S dr y or fiver pale """"'COMPA Y ark se of mHfis Wing for aaC�sp��nce ofi praress�na 'en neerina responsrbillty s�for tltle desilgrf ShoWh. Tire stiite0Nlly g y fracture Is a responsibil of the 6uilding�siprfer per ANSUTPI 1 c.2. 8801 Folsom Blvd.,Suite 107 - For mora Womume zseetgis le6'sganerel notes pegs and Breseweb sites:ALPINE:-wew.ati8neBw.eom;Tfh:wawv.tptnst.ofg;SCA:www.sbdndustry.com;ICC:www.lasafe.org Sacramento,CA 95828 SEAN:304399 T3 JACK Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1428.02833 Truss Label: CJ8 CY / RTT 12/07/2018 12 4 L— 1111.5X4 B s 3X5 i T A _.400111111o 00 "u.-21111111111.m��1 1 r► 1113X5 C 1111.5X4 i- —2'3"7 i I- 2'3"7 2'3"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc L/defl tJ# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 LOc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D 97 /- /- /46 /- /12 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - C 97 /- /- /47 /5 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.000 L:-0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.2.0 D Brg Width=10.0 Min Req= 1.5 TCDL:42 psf C Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.078 P Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.050 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.051 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 0.0 PRopSSS Oso �GINto 'o a83294PE 4711 4 r� OREGON r` 1,14,800' a 0 Sled Tan'-. Renewal 613012020 12/07/2018 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORN Box 468 OR 97113 Trusses ire extrecare in fabricating,handling,shipping,installingand bracing..Refer to and fellow the latest edition of SCSI(Buildi COR ELIUS fa Ext Component Safety Information,b TPI and SBCA)fr�r safetyy actices nor to performing these functions. Installers shal provide tempora r bracing�r SCSI_Unless noted o erwise,top chord shall have property attached structural sheathin and bottom chord shall have_ promn attachf rigid ceili Locations sown for permanent lateral restraint of webs shall have bracinons'talied per BCSI sections 83,87 or Bt10y as applicable. Ap y plates to eac face of truss and position as shown above and on the Joint-Details, uless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buikf��ri�tt Composgnts Gr up Inc.,shall not be responsible for any deviation from this drawintI,a failure to build the AN my COMPANY ttrri sin ce Wi ANSI�'PI 1 for hande'ing,shliFpi instaailation and bracin ru q on�ilsgdr9 rt or garage. lty alms tens of t n&i�as Y�nur os a responsT'en_got tae resng i�iiv= `ANSUUTPe II11 S#c.2 t 8801 Folsom Blvd.,Suite 10' tidia n�ttte rasponslWlltl7 of the 6uiWi For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tphet.org;S8CA www.sbdndustry.com;ICC:wwwlccsafe.org 9erxar,h3,CA95828 SEQN:304397 T35 JACK Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1427.57927 Truss Label: CJ9 CY / RTT 12/07/2018 12 1111.5X4 B 4 V 1 0 A 3X5 M CV in m ■lid _ I111.5X4 X4 III 3X5 C k 4'3"7 A 4'3"7 H4'3"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl(CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.001 B 999 240 D 182 I- /- /87 I- /23 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 B - - C 182 /- /- /89 /6 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.001 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 D Brg Width=- Min Req=- C BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.285 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.178 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.187 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ,oke PRo, ��5 �GINE �p 83294PE p OREGON �4 eeelt Tao`ZLy 14,20� 's Renewal 8/30/2020 12/07/2018 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses Ire extreme care in fab'satin ,handlin shi in in5talling.and brat n Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componenttn Safety Information,b 1$I and SBCA)tPr safe y practices prior to perflortning these functions. Installers shall provide tempor (503)357-2118 Ext brad g per BCS).Unless noted o erwise,top chord shall have proper= attached structural sheath= and bottom chord shall havea aattac�ir rigid cei(mg.Lo ons s own for rmaner2-t lateral restragnt of webs shall have br gnsl ins aIledpfer BCSSI sections 3, 7 Orf 9 s app ice ply lot to esti face ot�truss an position ass own above and on the on etal s, nless noted otherwise. Refer to' /41614, ravings A- fors nard plateapositions. ALPINE' Alpine,a division of ITW B ildin Components Group Inc.shall not be responsible for anydeviation from this drawin ,a failure to build the AN MN' t�russ in S�rtf rmance yd a�ISl/aP1 1,or for handling,shipnl ,inst?Ilation and bracin o trusses seal on tttis dr:ro or ewer page_ COMPAW tinting t tt,a f�ra s 1� acceptance of proTesstoi , en sneer res sole i for the dastgn 2. 7Tte sutmWitly and rise of this cawing any structure is ate responsibiiny of the bulldi Desig n per ANSIITPI 18 .2. 8801 Folsom Blvd.,Suite 107 • FermerairiermalenseathisieW asesminotes pepeandteeeweba9 s:MPINE:waw.ebirieM+mer,TPh www.fpifet.a9;SOCA:waw.sbr3neustry.cmm,ICC:www.Iccsafe.org Sacramento,CA 95828 SEON:304635 T33 HIP_ Ply: 1 Job Number: 1218040 Gust R7175 JRef:1WG071750008 FROM:IKE Qty: 3 GREENSWARD PARK LOT 2 DrwNo: 341.18.1427.41960 Truss Label: CG2 CY / R-n- 12/07/2018 6' 11'2"4 H 6' -I 5'2"4 -I 1111.5X4 C 2.83 P 3X7 B o • N T A L....-. 13 o l 2X4(A1) E - D 3X6 2X4 I-2'9"3 1 8'5"1 A 3'2"1 8'0"3 3'2"1 I 11'2"4 Loading Criteria hist) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(Its) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 E 999 360 LOC R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.038 E 998 240 E 599 /- /- /19 /45 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - D 259 /- /- /8 /30 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.004 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor.2.0 E Brg Width=7.8 Min Req= 1.5 TCDL:4.2 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.489 P Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.511 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.293 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 A-B 481 -164 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud A-E 148 -428 Special Loads --(Lumber Dur.Fac.=1.15!Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) Webs Tsns.Comp. TC:From 2 pif at 0.00 to 2 pif at 11.19 BC:From 2 plf at 0.00 to 2 pif at 11.19 E-B 0 -873 TC: 103 lb Conc.Load at 2.75 BC: 82 lb Conc.Load at 0.00 BC: 66 lb Conc.Load at 2.75 BC: 40 lb Conc.Load at 5.58 BC: 250 lb Conc.Load at 8.40 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. ��Ep PROpk. Wind ...3C. yam GIN s'O Wind loads and reactions based on MWFRS. �0 g3294PE ' $p Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind wt OREGON ~jam `SLY 74,-I)04 ee Renewal 6/30/2020 12/07/2018 "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses r ire extremecare in fa catin�1 hh99rtdjn�l shipping,installing.and bracing..Refer to end fellow the latest edition of SCSI(Buildi CORNELIUS OR 97113 Component Safety Infrmation,b TPI end'SBCA)for safety ractices prior to performng these unctions. Installers shall provide tempora rnyg (�3)3s7-2113 Ext bracih r BCSi._Unless noted otherwi top chord shall have properI attached structural sheathingand bottom chord Shall fav properly attach�, ri id ceiling. mations sh nsfoorpermane t lateral restraint 8f webs shall have b gnonsi led per BCI sections 83 87 or B10 as applicable. Appy olates to each face or truss and position as shown above and on the Joinf-vetails, uess noted otherwise. Refer to ALPINE drawings 160A-Z for standard ate positions. trAlpine,a divisionfof ITW Bu'kfn Crmponns Group In .shall not be responsible for a�nyypdtevviation froomm(this dd�rawing,annygfailurreotto buildtheP,rMCOMPANY Its ntgo fn s d ncge' I/�PI$1,EL-4-'61'14.1h=f , ___netr_ sponsibflity a t Uredes d�graf iwers atillty and Sse of this fllrawing for an s en9�nee ►es rnfees r e n s yre ise responsibility of the uild Desig r per ANSUTPI 1 Mc.2. 8801 Folsom Blvd.,Suite 101 • For more information see this job's general notes page and these web sites:ALPINE:www.aldnettw.aom;TPI:www.tpinst.org;MCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEON:304407 T52 JACK Ply: 1 Job Number: 1218040 Cost:R7175 JRef: 1WG071750008 FROM:IKE Qty: 1 GREENSWARD PARK LOT 2 DrwNo: 341.18.1433.56603 Truss Label: CJ10 CY I RTT 12/07/2018 1'9"7 171 12 4 p 1111.5X4 3X5 T Au g I T yy,/. G1�u I— to I =moi 1 F►iE 1113X5D 1111.5X4 i—191--i 17"7 1'9"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc LJdefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.000 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.000 A 999 240 F 84 /- /- /39 I- /10 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 A - - D 68 /- /- /34 /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.000 A - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I Misc Criteria CreepFactor.2.0 F Brg Width=4.0 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.036 p TPI Std:2014 Max BC CSI: 0.023 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.028 Loc.from endwail:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 0 PROr00. SsXcoG%NF4 �Os O4.,&83294PE jr p 1r OREGON 13, SLY 14,20� 1 0 "ell Tar' Renewal 613012020 12/07/2018 **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extra care in fab tindlI shipping,installin and bracing. Refer to end follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Componnt Safety Information,by.TPI ana'SBCA)Nor sae ractices prior to perfolin these functons. Installers shaprovide terhpora031357 2118 Ext brae r¢CSI..Unless noted Otherwise,top chord shall have proper) attched suuctu]sheathing and bottomchord sall havepro ry attached id ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinainstailed per BCSI sections¢3,87 or B1 , ` ' ds applica pp�� y t a face o truss and position as shown above and on the oin etails, unless noted otherwise. Refer to A LPI I V E rawings �A-Z"for standaard plate positions. tAlping,a divisionfof ITW Builgin mponents GrrourpgIns shall not beyresponsible for any fdeviation pfrom thisdrawing an failure to build the ANIIWCoM%NY sll tl in t drawnn I ataf s lacrinerehof i rk teeetir�n anrdebspaisesign rpely onrs l6 or c�vear upage pity ng mowing >�ucttl us no neTn 5 iib 8801 Folsom Blvd.,Suite 107 _ sort.Sse of this for re is re$�fonsibil of the Building Desig s•per ANSUTPI 1 S�c.2. For more Information see this lob's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tphist.org;SBCA:www.sbdw ndustry.com;ICC: ww.icosafe.org Sacramento,CA 95826 SEAN:304671 T98 COMN Ply: 1 Job Number: 1218040 Gust:R7175 JRef: 1WG071750008 FROM:IKE Qty: 150 GREENSWARD PARK LOT 2 DiwNo: 341.18.1438.25037 Truss Label: BP CY / RTT 12/07/2018 18"6 1110"6 1'8"6 2' III 1.A 6 5X4 III 1.5X40 I - FV HCH D E 1111.5X4 1111.5X4 I. 1'10"6 { 1'8"6 1'8"6 11 b"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS!Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ice L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.000 C 0 360 Loc R+ /R- /Rh /12w /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.000 C 999 240 F* 84 /- /- /35 /0 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.000 A - - F Brg Width=22.4 Min Req=- MeanHeight 15.00 ft SCode/Misc Criteria Creep Factor.2.0 Bearing F is a rigid surface. Soffit: 10.00TCDL:4.2 psf 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.039 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.026 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.033 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Ep PROF Truss must be installed as shown with top chord up. 'CCFI% This truss is designed to support vertical loads only. sy "GINE. ,. vQ It has not been designed to support lateral or 0 Z longitudinal forces.Sheathing is required for any it 83294PE 9 longitudinal(drag)forces.All horizontal and vertical Ar ..„,...--- diaphragms /diaphragms and connections shall be designed by the engineer of record. OREGON `'Ly 14,Zed c4ie eaeit Ta"'- Renewal 6/50/2020 12/07/2018 **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses retiire extreme care in fa( patio ,hai �shi shipping,installing.and brac ln� iRefer to and fallow a latest edition of t3CS1(BuildingCORNELIUS OR 97113 113 (503)357-2116 Ext ComponentSafetyInformatio,bTPI an SBCA) safety pnor to pertoing these functions. Installers shall provide to pora bream per BCSI..Unl ss anion o ownfe,top chord shall have ptraint Oa cheh structural she thnstalchord shall iso. 9 p er to' attac n ed cedln ovations s own for rmanent lateral restramt bs s all have b qn ns II r B�GI d Ions B3 B or 1 as applicalde. Appy ates to each face ofPtruss and position as shown a ve and on the oin etails, Ass note otherwese. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of Ii Bu'ldin Component Group Inc.shall npt be responsible for any deviation from this rawin an failure to build the WIN/COMPANY RNmMPANY trtr en rma a Aalarr'PI 1 for ha plirn�essK inn,mst?llatio„nngand bracin n eal on tlfssfdnr�ayufnc or over page__ Ity and u t rro drawsnst, ndk anyyslructure the resp nsibil* off the Building Desigin-so r per ANSUTTPI 1 S&c.s2nown sLilBbfl and use_of this dfa 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites:ALPINE:www.alpineiiw.com;TPI:www.tpinst.org;MBCA:www.sbdndustry.com;ICC:www.lccsafe.org 81tcr>lrnerrbo,cA 85828 SEAN:304673 T99 COMN Ply: 1 Job Number: 1218040 Cust:R7175 JRef:1WG071750008 FROM:IKE Qty: 4 GREENSWARD PARK LOT 2 DrwNo: 341.18.1438.28957 Truss Label: BP3 CY / RTT 12!0712018 1'8"6 110"6 1'8"6 LL 3X5 1111.5X4 A BC 1• a in II lif u��re• _ F, D 1111.5X4 =3X5 1----1'10"6--j 1'8"6 1'8"6 140.'6 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflCSI Criteria A Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loo LJdefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ I R- /Rh /Rw /U /RL Enclosure:Closed Lu: - Cs:1.00 VERT CL:0.000 B 999 240 F' 84 I- /- /35 /0 /- BCDL: 0 Risk Category:II ( ) BCDL: 10.00 Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.001 B - - F Brg Width=22.4 Min Req=- Mean Height 15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor.2.0 Bearing F is a rigid surface.Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.039 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.025 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.033 Loc.from endwall:Any FTIRT:2(0)i4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. �RE�PRop It has not been designed to support lateral or 'C� `rcSj longitudinal forces.Sheathing is required for any rd �G'I N pz, longitudinal(drag)forces.All horizontal and vertical �� g3294PE diaphragms and connections shall be designed by the engineer of record. OREGON 11 G VLt 14,20 c!0/ *eel,Tan' Renewal 6/30/2020 12/07/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P. •8oxx 468 OR 97113 Trusses r Ire extreme care in fa tin ,hand n shi�rpi inetalGng.and bracin ._Refer to and follow t�te latest eddiQn of iiCSl(Building (503)357-2118 Ext Component Safety Information,byY�TPI and SBC )1br s0/ety practices prior to perfor�nm these functions.installers.she provide tempor braces per SCSI..Unless noted otJlerwise,top chord shall have properly attached sl�uctu l sheathin eg bolt�r1 Nord aha!I h v %T a yr attacheC Id ceilm ovations sir own for rmanent lateral restraint of we s she have ragnq�ns l' p�r BC Ski sections�a3,�� or B1 as applica�B Appy plates to ea face ot�truss and position ass own above and on the Olri etas un ess rented otherwise. Refer to' A........ LPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg.�Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the #.8417W COWAN!' gas In ce wSh AN sliTPI 1 or for handlin shrppirg,m lata n and bra fru 0/I on}mss Adr nrirrttg or er �l lispng iiia rd awing,iwingfor �c�e�tsrice Oi prp9�ssldnei en9lnee e D fes �fn S�forthe 11Sif�n s wh. 8801 Folsom Blvd..Suite 101 Wand use of_this drawing for any is me resPonslbGnY of the 6uliai Desigrrriieer per ANSUTPI 1 sic.2. For more information see this Job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.lccsafe.org OerranteM",OA 95026 SEQN:304675 T100 COMN Ply: 1 Job Number: 1218040 Gust:R7175 JRef:1WG071750008 FROM:IKE Qty: 10 GREENSWARD PARK LOT 2 DiwNo: 341.18.1438.31717 Truss Label: BP4 CY / RTT 12/07/2018 I- 1'8'6 S0"6 1'8"6 -3X5 1111.5X4 A BC lii F, D 1111.5X4 ®3X5 E H-1'10"6--( L' 18"6 1'8"6 titre Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 F* 84 /- /.. /35 /0 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B Kzt:NA' HORZ L:-0.001 B - - F Br Width=22.4 Min Req Des Ld: 42.00 Mean Height:15.00 ft � ) g NCBCLL:10.00Code/Misc Criteria Creep Factor.2.0 Bearing F is a rigid surface. TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.039 Members not listed have forces less than 375# Soffit: 2.00 BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.025 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.033 Loc.from endwall:Any FT/RT:2(0)l4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. PROF It has not been designed to support lateral or ¢�© Fts' Si longitudinal forces.Sheathing is required for any �� GINE. 0 longitudinal(drag)forces.All horizontal and vertical t1 E . 41 "t7 diaphragms and connections shall be designed by 83294PE the engineer of record. a' �- OREGON � `LCr 14,2- '''.sell Tari c Renewal 6/30/2020 12/07/2018 **WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORN ELI S80R 97113 Trusses r Ire a care in fa tin ,handlin shipping,installing:and bran Refer to and follow the latest edition of SCSI(Building COR(503)357-2118EIUSExt Component Safety Information,by TPI and SBCA)for safely actices pnor to perrrorming these unctions. Installers shall provide temporary brawn r BCS)._Unless noted otherwi top chord shall have properly attached structural sheathing and bottom chord shall have perky attach , rigid ceiling. Locations shown foF rmane t lateral re§ratr nt Of webs shall have bracing inns$al ed per BCSI sections R3 B7 or Btu as applicale Appy plates to a face of truss and positron as shown above and on the Joint Details, unless noted otherwise. Kefer to ALPINE' drawings 160A-Z for standard pate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for,any deviation from this drawing,any failure to build the ,N „C, ., tr nIn cge' l ANS(i/'PI I or or ha dllirnogresshl i Inst pati ngand brraocnsalboI1f rus a aim=drain or ver and u e of nara�wlnng�a shuct�ure Is the r.sspoonsisibile.off the'6uildifrgrDesigner per"ANSSUUTTPII I SL.s2bOY�' �Ig'` 8801 Folsom Blvd.,Suite 101 For more Information see this job's general notes page and these web sites:ALPINE:www.alpineltw.com;WI:www.tphut.org;SBCA:www.sbdndustry.com;ICC:www.icrsafe.org Sacrament°,CA 95826 CLR Reinforcinc Memoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on a truss design but an alternative web L-Reinforcement) or reinforcement method is desired, L-Reinf. ,• i, Apply to either side of web narrow face. ,# Attach with 10d (0.128'x3.0',min) nails , at 6' o,c. Reinforcing member is , Notes! a minimum 80% of web , member length. This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement, ., Alternative reinforcement specified In chart below may be conservative, sim For minimum alternative reinforcement, re-run design with appropriate imiiV reinforcement type, X X T-Reinf. L-Reinf. Web Member Specified CLR Alternative Relnforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. III Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (310 I Center scab on wide face of web. Apply (1) scab to each face of web. .Eo PROF saVAlsOlsss MAD mn FOLLOW ALL NOTES ON THIS SRAVI*H / TC LL PSF REF CLR Subst. latINPORTANTsill OGINE'' O Tusss rtequIre olivine fabricating. gsticing. Rfeerto0 � ° fallow edition Component Safety ii for safety practices prior h °r ��haat�� °raetntpPSF DATE 10/01/14e32eaPE � y C DL Unless noted otherwise,top Installers shall temporarybracing per LC /'' IL PSF DRWG BRCLBSU B1014 r y atta rddLoshown Pe � restraint c AILS-PINE shall have bracing installed per BOO sectionsB3,87 or as applicable. A� Pb each Pace oftrussanposition-Z shown above andon the Joint Beta)., �noad Refer to drawings 16*-Z for standard plate positions. C LL PSF Alpine, amn of ITV HNdlnpInc.shah deviation rom OREGON OT. LD. PSFANRWOONANY this sg any faits*to bull the trusscco fornanceeeth ANSI/IPI 1,or for not be responsible n wI rping Installation S.bracing of trusses. "'A ,>�, A seal on this tirades or cover ape listing this droving.Mcatws acceptance of professional 'V y 14,Zg� . .N�p sa.ty far°O,e dv�pn sd.o.r. T e sWwbilly ane use of this drawing 4 ,C DUR, F AC. 13389 Lakefront Drive For-vey sirutM.�reaparrdbllty of'Nt.sedW�Bssly�sr p.r ANSV7PI 1 SecR. *`den Tar Earth City,MO 83045 For nory'Operation set this Job's General notes page and these web sites SPACING PLP/NE.inewalpIneltacors TPI.www.tpistorg/SBCA.ew..sbcindustry.org/ICC.w.wJccsafe.org ne:warwowcucu 12/07/2018 * Hip Frame DetaRS Hip Frame W4X4, Min. B G f4, Common Typ, Tr sses W15X3I "s / Stepped Hip o I tii / SystemTrusses 2x4 Chords 2x4 Purlins /,�' Qat I ; , , , , 11 , eeNEM. 1111 112 11111\Setbackl End Jack ' S'i. •1 Hip _r,Pitched and Sheathed --. Chord Area Hip Frame* ' AL / /J B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148'x3') W3X4, Min. Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached -to #1 hip with 10d common (0,148'x3') %nails @ 6' o.c, maximum spacing. Hip frame stops at plumb cut of Hip Frame jacks to maintain pitch continuity. Section B_B A( Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, 1111, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, '� Stepped Hip purlins must be intact and properly attached. H— Setback —1! System Trusses Use this detail fors Hip Frame -- provided by truss manufacturer. Hip frame designed -to provide ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., Enclosed, Exp C, orbracing for flat ASCE 7-10 & ASCE 7-16, 120 mph, 30' M.H,, Enclosed, Exp D, or top chords of hip frame system where indicated. ASCE 7-05, 110 mph, 30' M.H., Enclosed, Cat II, Exp C, Residential, Wind TC DL=4.2 psf, Kzt=1.00 Structural panels must be properly attached directly To hip f - - .runs, AV" S niVAPNINliee READ AND FOLLOW ALL NOTES OI THIS MAVENS {0- GI�11F S1O REF HIP FRAME .mPO TANIMI FURNISH nes DRAWING To ALL=TRACTORS INCLUDING THE INSTMJ.ERS. O 4t* F� 1r trusses requM mimeo ear*In fabricating,hendgng,st:)%1 n,MrstnUMp and brach Refer to and fj/ 83294PE 7 DATE 01/02/2018 ✓'�,`� p ctices 1prlor t* o mime: Yrg tYru�t ct InstaU s s Lhallll provide twi nray��Sn`sdCAn>p P*r sag f�eZty Lc /'�- unless noted atherwe,tap chord shall have property attached strw:taral s=4, : button chord DRWG HIPFRAME0118 w, shall have a property attached rigid ceRinLocatIons Shown for penanent lateral restraint of webs w n shall have bracing Installed per DOM sections 53,57 or 5111,as applicable. Applyplates W each face ��1� �� E of truss and lrgs as shown above and on the Joint Details,wiles noted othersbe. I1�� Refer to drawings wM-z for standard plot*amnions. OREGON AN Alpine,a,divklon oP ITV BW{dlnp Conponents Group Inc.shall not be responsible for any devht'from 1TwODMMNY this ootb.,any four,to bid the truss In canfornance with ANSI/TPI L or for tar,dting,shpping, j� inst*llotlon i brazing of trusses. `ZLY 14,20� to �A sealae�on tlJs dr�ll%ty or cover listing this drawing.Indicates acceptance of professional (/S, 13723 Rlverport Drive force-v1y s�+^uttww tint dYr* Y N stnn� TM sner per IIS PI oP uis drae�'0 e Suite 200 lading Designer per ANSK/TPI 1 Sec& $e11 Tar Maryland Heights,MO 63043 For nam Information see thb Job's general notes page and these web sites, ALPIIEr wwealpbaltwranl TPD www.tpinstorg/SECA,ewwabclndusirynrgr 1CCr weedccsafe.org "el2r/ 10/3W2020 1L 1/LV lb Commentary: De-Election and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of' Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages) Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type ) Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof' Trusses 24 L/240 (vertical) L/180 (vertical.) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof' ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1.25' (horizontal) Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and In-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help Control vibration, Flat Roof Trusses (0.25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Notet The actual dead toad may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using more stringent limitations, so PRop, ��� .wARf6NGB DEAD MID FaLgV ALL NINES MI MS BRAVING PtV N F • amPIRTAgOa FURNISH THIS DRAWING TO ALL CONTRACTORS ICLUDDG THE INSTALLERS. (? �� fiiQ �j REF DEFLEC/CAMB foTrusses roquhe extreme care SI h fabrkathy hnnd0ng, Instal and bra Refer to and 4/ 83294PE y f practice r to pe'"rvo wasfunctionsInstallers otos provide temTPI porary yy�bracing OCA)par Bii SCSI, C7' � DATE 10/01/14 Unless noted athereI ,tap Mord shag have properly attached structural shrati*.g and bottom chord y shag have a properly attached r�Id ceghg. Locatbns shorn for permanent lateral restraht of webs DRWG DEFLCAMB1014 shag have Instaged per SCSI sections H3,37 ar 310,as e. Applyy plaits to enM Fon /iA' iii of truss and as shorn above and on the.icht Detols,unless noted olherrNe. i^""��j�' O Refer to dra�i6M-2 for standard plop posklens. OREGON AN Aipawr,a dhrhkn of ftV Huµd g Conponnrts Group Inc shill not be responsible for n�n.yy deviation from ITWdOMR�Mf the Matin,any tang of to build fiat truss h con orronce Mth ANSI/TF1 1,or for handlnp,sh tpbg, A LY 14,40 hstrllatbn 6 brnUtp of trusses. "1/ 00 A seal on the drab°or cover gsgvg tIgs draw°,Indicates ac eptonc.of proMsbnal <, "1/0-14, t er r�pr�soMy far Vre ^shoe TM srttapelty end t of ca drauY° 8 T 13389 Lakefront Drive fae�s Y tie ' ""1rAdimp De> r per ANSViPI i Sec,g. Ofl Tao' Earth City,MO 83045 for more Information see this Job's general notes pogo and these web sites ALPINE,w as Ietw.canr TPI'ewstphstorgl SOCA,rsr.sbclndustry,orgt ICDwswdccsofe.org Renewal 8/3012020 12/07/2016